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Miscellaneous - 2324 TURNPIKE STREET 4/30/2018 (3)
rA r ` � t Lot & Street 03 01 Ll U S �_ Map/Parcel CONSTRUCTION APPROVAL Has plan review fee been paid: YES NO Permit-," 1( Plan Approval: Date: / Approved by: Designer: - Plan Date: -- Conditions _28_ezf) %lOtiJ 0,e6 1. OF Final Approval: All Permits Paid? Well Construction Approval? Septic System Construction Approval? Certification? Other Any Variance Needed? FINAL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: YES NO Water Supply: Town _ ----- _ Well Permit: _..Driller: Well Tests: Chemical Date Approved Bacteria I Date Approved Bacteria H Date -Approved - Plumbing. Sign -Off: Wiring Sign -Off. Comments: Form "U" Approval: Approval to -Issue: YES NO Date Issued By: Conditions: Final Approval: All Permits Paid? Well Construction Approval? Septic System Construction Approval? Certification? Other Any Variance Needed? FINAL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: YES NO YES NO YES NO YES NO YES NO YES y~ ^ NO +i r SEPTIC SYSTEM INSTALLATION Is the installer licensed? YES NO Type of Construction: NEW REPAIR New Construction: _.-Certified Plot Plan Review YES NO -FIoor Plan Review YES NO - _ Conditions of Approval from Form U YES NO _Issuance of DWC permit: - YES NO _DWC Permit Paid? -- YES NO . ----DWC-Permit # _ Installer: Begin..Inspection:-_ YES NO -E.Ycavation Inspection: -_Needed: — Passed: By -Construction Inspection: Needed: As. -Built -Plan Satisfactory: YES: - Approval of Backfill: Date: ---Final Grading Approval: Date: Final Construction Approval: Date: Certificate of Compliance: Approval: By: By: By: Date: Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °wM 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner, information is required for every page. Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. tab Owner's Name North Andover City/Town MA 01845 State Zip Code 3/6/09 Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. A. General Information 1. Inspector: Dean Dynan Company Name 2 Suntaug Street Company Address Lynnfield City/Town 508-726-9935 Telephone Number B. Certification MAR 2 5 2009 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Ma State SI 12837 License Number 01940 Zip Code I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: XPasses ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority � 0,;;e� C-, 311610 1 11�spector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins - 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 1 of 17 t t Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner information is required for every page. Owner's Name North Andover MA 01845 3/6/09 CityFrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E / always complete all of Section D A) System Passes: have not found any information which indicates that any of the failure criteria described / In 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for "yes", "no" or "not determined" (Y, N, ND) for the following statements. If "not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 2 of 17 t Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner information is required for every page. 15ins • 09/08 Owner's Name North Andover City/Town B. Certification (cont.) MA State 01845 Zip Code 3/6/09 Date of Inspection B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if (with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 3 of 17 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner's Name North Andover MA 01845 3/6/09 City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**.. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or "No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 2324 Turnpike st RTE 114 Map 108A-Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name nformationis required for North Andover MA 01845 3/6/09 for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either "yes" or "no" to each of the following, in addition to the questions in Section D. Yes No ❑ ® the system is within 400 feet of a surface drinking water supply ❑ ® the system is within 200 feet of a tributary to a surface drinking water supply ❑ i the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area — IWPA) or a mapped Zone II of a public water supply well ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either "yes" or "no" to each of the following, in addition to the questions in Section D. Yes No ❑ ® the system is within 400 feet of a surface drinking water supply ❑ ® the system is within 200 feet of a tributary to a surface drinking water supply ❑ ® the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area — IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 5 of 17 D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms): t5ins • 09108 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface --Sewage Disposal System Form - Not for Voluntary Assessments wM 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name information is required for North Andover MA 01845 3/6/09 every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or "no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner (and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms): t5ins • 09108 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 6 of 17 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner's Name North Andover MA 01845 3/6/09 City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ❑ No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? Last date of occupancy: Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? Industrial waste holding tank present? Non -sanitary waste discharged to the Title 5 system? Water meter readings, if available: ❑ Yes ® No Date School / Day Care 1000 GPD Gallons per day (gpd) 200 people X 5 GPD/person ❑ Yes ® No ❑ Yes ® No ❑ Yes ® No average 425 gpd last 2 years t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 7 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name information is required for North Andover MA 01845 3/6/09 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: 10/08 Date Other (describe below): no garbarge grinder / and laundry is not on a separate system it General Information Pumping Records: Source of information: Was system pumped as part of the inspection? BOH ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other (describe): t5ins - 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 8 o117 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name information is required for North Andover MA 01845 every page. Cityfrown State Zip Code D. System Information (cont.) 3/6/09 Date of Inspection Approximate age of all components, date installed (if known) and source of information: 4 to 5 years old Were sewage odors detected when arriving at the site? Building Sewer (locate on site plan): Depth below grade: Material of construction: ❑ cast iron ® 40 PVC ® other (explain): Distance from private water supply well or suction line: ❑ Yes ® No 32" feet 90 sewer sweep manhole precast concrete and brick >100' feet Comments (on condition of joints, venting, evidence of leakage, etc.): sewer line and manhole sweep/cleanout in good codition no sign of leakage Septic Tank (locate on site plan): Depth below grade: Material of construction: 22" deep feet ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain) Multiple tank system both precast concrete single compartment H2O loading tank 1 is 22" below grade and tank 2 is 26 " below grade Covers are 24" HD cast iron with concrete barrel block and brick risers to grade If tank is metal, list age: years Is age confirmed by a Certificate of.Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 6-6" X 12" X 5"-8" Sludge depth: 10" t5ins - 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner information is required for every page. t5ins - 09108 Owner's Name North Andover MA 01845 City/Town State Zip Code D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 24" 2" 6" 16" 3/6/09 Date of Inspection How were dimensions determined? infield with measuring sticks Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The system has a two tanks one for solids and the other for filtered grey and black water Both tanks have inlet and outlet tee with gas baffel on outlet in good condition - The tank system is in good condtion structurally and the liquid levels are at appropriate levels with proper separation from inlet to outlet There was no evidence of leakage of tanks at this time the tank does not require pumping Grease Trap (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal Dimensions: Scum thickness feet ❑ fiberglass ❑ polyethylene ❑ other (explain): Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,^M 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name information is required for North Andover MA 01845 3/6/09 every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: Date of last pumping: Date Comments (condition of alarm and float switches, etc.): ❑ Yes ❑ No " Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 1.1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,^M 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name information is required for North Andover MA 01845 3/6/09 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert liquid was level with bottom of outlet Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): The D -Box is 12" X 12" 6 outlet precast concrete with a 14" riser within six inches of grade / the box was level with equal distribution to all outlets / speed levelers were present on all outlet pipes / there is no evidence of solids carryover or leakage into or out of box / The box has a concrete cover Pump Chamber (locate on site plan): Pumps in working order: ® Yes ❑ No Alarms in working order: ® Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): The pump chamber is a precast concrete H2O tank 2000 gallons with a two pump system with alternating pumps and check valves with weepers for forced main drain back / the chamber is 30" deep with barrel block risers and all HD cast iron covers brought to grade for easy maintenance / The electric is mounted in riser and is in good condition with floats free and clear of obstructions / pumps are hardwired to electric panel / Rhombus alarm panel flashing red light found in the sprinkler room and was in 000d workina order Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 12 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name information is required for North Andover every page. City/Town D. System Information (cont.) Type: ❑ leaching pits ❑ leaching chambers ❑ leaching galleries ❑ leaching trenches ® leaching fields ❑ overflow cesspool ❑ innovative/alternative system t5ins - 09108 MA 01845 State Zip Code 3/6/09 Date of Inspection number: number: number: number, length: number, dimensions: number: 1, 16X82 Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): The leaching field is located next to playground/ grass ground cover / there are no signs of ponding, hydraulic failure, damp soil The leaching field is graded to eliminate any puddles or standing water / There is a vent located at the end of the field connecting all lines / the leach field is approx 1680 sf composed of 5 rows of 13 HI CAP biodiffuser units per row Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth — top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 13 of 17 Owner information is required for every page. Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner's Name North Andover MA 01845 3/6/09 City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins • 09108 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 14 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name information is required for North Andover MA 01845 3/6/09 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand -sketch in the area below ® drawing attached separately t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 15 of 17 ' N Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name information is required for North Andover MA 01845 3/6/09 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 40"feet Please indicate all methods used to determine the high ground water elevation: // Obtained from system design plans on record If checked, date of design plan reviewed: 7/11/03 See attached Date Observed site (abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health - explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database - explain: You must describe how you established the high ground water elevation: Hiqh around water was established from plans supplied by owner see attached document Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2324 Turnpike st RTE 114 Map 108A -Parcel 8 Property Address Salem Five 210 Essex Street Salem MA 01970 Attn Robert Hanson Owner Owner's Name information is required for North Andover MA 01845 every page. Cityfrown State Zip Code E. Report Completeness Checklist 3/6/09 Date of Inspection Inspection Summary: A, B, C, D, or E checked Inspection Summary D (System Failure Criteria Applicable to All Systems) completed LpSystem Information — Estimated depth to high groundwater Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 17 of 17 = 31.17 GAL 7 GAL/IN. - 8.02 IN./DOSE I = 250 GAL/48 GPM 5.2 MINUTES PER CYCLE D PUMP (RUNNING TIME NO LESS THAN 3 NOT TO EXCEED 10 MINUTES) EL TO BE LOCATED IN BLDG. PER OWNER. 'ONFIGURED TO ALTERNATE PUMPS, 4 TO BE CTIVATED UPON ANY AUTOMATIC 'UMP OV�DE (FAILURE OF FIRST PUMP). Pon s fty f m soak �12�MK FMM WW pom / TOIAim5LEAM FED TWO SUBMERSIBLE %LTERNATING PUME TO SCALE 6-18" B SANDY LOAM 7.5YR 4/6 C 18-90" LOAMY SAND , 2.5Y 4/6 DATE: 7/2/03 SUfr CLASSIFICATON: SCS: PAXTON SEASONAL HIGH WATER TABLE: 40" OB'I ERVED WATER: NONE OBSERVED LEDGE: NONE PERCOLATION RATE: 5 MIN./INCH P-1 DEPTH: 36" TEST PIT # 2 0-6" Ava SANDY LOAM 10YR 3/3 6-12" B SANDY LOAM 10YR 4/6 C 12-92" LOAMY SAND A, 2.5Y 4/6 DATE: 7/2/03 SOIL CLASSIFICATON: SCS: PAXTON SEASONAL HIGH WATER TABLE: 30" OBSERVED WATER: NONE OBSERVED LEDGE: NONE C11 P-2: WAIVED BY B.O.H. SEN Jr 6-18" B SANDY LOAM 7.5YR 4/6 C 18-90" LOAMY SAND , 2.5Y 4/6 DATE: 7/2/03 SUfr CLASSIFICATON: SCS: PAXTON SEASONAL HIGH WATER TABLE: 40" OB'I ERVED WATER: NONE OBSERVED LEDGE: NONE PERCOLATION RATE: 5 MIN./INCH P-1 DEPTH: 36" TEST PIT # 2 0-6" Ava SANDY LOAM 10YR 3/3 6-12" B SANDY LOAM 10YR 4/6 C 12-92" LOAMY SAND A, 2.5Y 4/6 DATE: 7/2/03 SOIL CLASSIFICATON: SCS: PAXTON SEASONAL HIGH WATER TABLE: 30" OBSERVED WATER: NONE OBSERVED LEDGE: NONE C11 P-2: WAIVED BY B.O.H. Mar 16 09 12:32p DPW 9786889573 p.1 ' Summary Record Card generaled on 3/1612009 9:26:33 AM by Karen Hanlon Page 1 Town of North Andover Tax Map # 210-108.A-0008-0000.0 Parcel Id 18667 2324 TURNPIKE STREET LITTLE PROFESSIONALS 2324 TURNPIKE STREET NORTH ANDOVER, MA 01845 Class 35215- Care Centers Property Type 3 Commercial Size Total 1.52 Acres FY 2009 UB Mailinq Index Name/Address LITTLE PROFESSIONALS 2324 TURNPIKE STREET NORTH ANDOVER, MA 01845 PACILLO Ill, ANTHONY F STEPHANIE M DE AN.GELIS 2324 TURNPIKE STREET NORTH ANDOVER, MA 01845 UB Account Maint. Type Loan Number Owner Previous Customer Active/Inact. From Inactive 8/23/2005 Account No Cycle Occupant Name Active/Inactive Bldg Id. 13261.0 - 2324 TURNPIKE STREET Last Billing Date 3/5/2009 2100917 02 Cycle 02 Active UB Services Maint. Account No. 2100911 Service Code Rate Charge Multiplier/Users MISCFEE ADMIN FEE 1 1 9.18 1/1 WTR WATER 01 ALL METER SIZE 1/1 UB Meter Maintenance Account No. 2100917 Serial No Status Location Brand Type Size 29983136 a Active ERT HH b Badger w Water 1 1 Date Reading Code Consumption Posted Date 2/2/2009 1762 a Actual 0 3/16/2009 11/5/2008 1762 aActual 241 12/10/2008 8/5/2008 1521 a Actual 208 9/12/2008 5/1/2008 1313 a Actual 48 6/18/2008 2/5/2008 1265 a Actual 47 3/14/2008 1111/2007 1218 a Actual 304 1/15/2008 8/1/2007 914 a Actual 434 9/14/2007 5/3/2007 480 a Actual 35 6/26/2007 2116/2007 445 a Actual 46 3/23/2007 11/2/2006 399 aActual 108 12/22/2006 8/21/2006 291 a Actual 163 9/13/2006 5/25/2006 128 a Actual 29 6/20/2006 2/8/2006 99 a Actual 17 3/13/2006 11/3/2005 82 a Actual 82 12/14/2005 8/23/2005 0 n New Meter 12/14/2005 Until YTD Cons 449 Variance -100% 21% 288% 14% -85% -31% 947% 6% -71% -20% 577% 56% -85% U)'7- 1C -N_ Commonwealth of Massachusetts W City/Town of North Andover System Pumping Record Form 4 rG^M RECEIVED t,'M 10 -?013 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: When filling out forms 1 on the computer, use only the tab key to move your cursor - do not use the return key. 2 S.b System Location: Address north andover Ma City/Town State Zip Code System Owner: L1 fl,s Name Address (if different from location) north andover City/Town State Telephone Number Zip Code B. Pumping Record 1. Date of Pumping Date / 2. Quantity Pumped: Gallons W -0c) 9A 3. Type of system: ❑ Cesspool(s) C� Septic Tank ❑ Tight Tank ❑ Grease Trap ❑ Other (describe): 4. Effluent Tee Filter present? ❑ Yes ❑ No If yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: Gyd%i 6. System Pumped By: 3-une— Name Stewart's Septic Service Company 7. Location where contents were disposed: ewai' re -treatment Plant, 20 So. Mill B Signatoe of Hauler Signature of Receiving Facility Vehicle License Number Ma 01835 Date Date t5form4.doc• 03/06 System Pumping Record • Page 1 of 1 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. tab Commonwealth of Massachusetts City/Town of North Andover System Pumping Record Form 4 RECEIVED kik 0 7 2013 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information 1. System Location: Address North Andover Ma City/Town State 2. System Owner: Name Address (if different from location) City/Town State Telephone Number Zip Code Zip Code B. Pumping Record 1. Date of Pumping Quantity Pumped: UA6� p g y p Date Gallons 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank ❑ Grease Trap ❑ Other (describe): 4. Effluent Tee Filter present? ❑ Yes XNo 5. Condition of System: 6.r Sy,stem Pumped,B 175 --me Stewart's Septic Service Company 7. Location where contents were disposed: Stewart's Pre-treatment Plant, 20 So. -K mature o�H��. Signature If yes, was it cleaned? ❑ Yes ❑ No Vehicle License Number Ma 01835 Date Date t5form4.doc• 03/06 System Pumping Record • Page 1 of 1 Commonwealth of Massachusetts L ' awn of O uy+ h /r -►obi" S;7ste "tamping Record ac ct Information: System Location: Address own System Owner: L Aft Natnp: Adress (if different from location of pump) City/Town D um -ping Record State State JUL 2:3 [012 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT ,/-)/�`/S Zip C --de z,p Code T elephcne Number Date of Pumping uantity Pumped__ e( &j U gallons I'ype of S;% stem__,�',__Septic Tank Grease crap -cher (what) System Pumped by: Company: ROOTER-NIAN 46 Portland Street Lawrence, MA 0; 843 Location whore contents were disposed: c Signature of Hauler mate �� Mssa� Xw a ell-imsetts 07- -na ampi wellilt-V I L I CIM 1 ocat on of vurnp) S t a-, e S -Late c o r d lIUM Gfea-K I rapy RECMI—VED 8 zoll TOWN OF NORTH ANDOWR JJMAJ -P- --- - --- --- jx f\l 3AU zU ANT 46: Prattland M N Street LarvvnenCe, llefz� Town of North Andover) Office of the Health Department Community Development and Services Division 400 OSGOOD STREET North Andover, Massachusetts 01845 Susan Y. Sawyer, REHS/RS Public Health Director pORTH Of "'40 '°'�40 0. �9SSACHUS t� 978.688.9540 - Phone 978.688.8476 - Fax CERVq77"2E OAF COJK�'GIA9NC'�E As of: September 21, 2005 'This is to cert that the individual su6surface disposal system Construction by Joseph R. ((Buddy) Watson At 2324 Turnpike Street Aka — Little Professionals Child Care Center North Andover, MA 01845 Was 6een installed in accordance with the provisions of Titfe V of the State Sanitary Code and with the North Andover 0oard ofWealth regulations. die Issuance of this : certzcate shall not 6e construed as a guarantee that the system will function satisfactorily. Susan T Sawyer, 1 U[S, WS 1t 6lic 5 ealth !Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System ( constructed; by, was installed in conformance with the North Andover Board of Health approved plan, System Design Permit # , plan dated , with a design flow of gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title S and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As -built which has been submitted to the Board of Health. Bed inspection date: Final inspection date: Installe : Lic.#: Engineer: Engineer Representative Engineer Representative Date: o� Date: 2 ) o 2,3 2 -1 TPC— G �� s L, A�D s 4 �. 1 7 IMa N ssage Noise miged Care N dia No Mosquito control N Meatal Health N P Pandemic Q Perc Tests Pollution Psutwosis Prevention Pesticides Policy and Phoning S T Sabnone➢a, &ARS Trash, Soil Evaluations, Septic Systems Tide 5 Solid Waste Tattoos Sanitary Codes Terro School Health Tobacco status Tube Swhmdng Pools (send—public, public) Suntanning Training V w Vector control West NHe Viruses Water, Violence Prevention Wemess Y Z Yershda Zoonoses 0 —d "°a•" Commonwealth of Massachusetts Map -Block -Lot t •' ti cL r , 108.A- 0008 - Board of Health Permit No I' North Andover BHP -2005-0187 P.I. FEF. 'S�cw�SE F. 1. $250.00 Disposal Works Construction Permit Permission is hereby granted JOSEPH R. WATSON to (Repair) an Individual Sewage Disposal System. at No 2324 TURNPIKE STREET as shown on the application for Disposal Works Construction Permit No. BHP -2005-018 Dated June 20, 2005 Issued On: Jun -20-2005 Board of Health J Commonwealth of Massachusetts Board of Health North Andover �.,sJ •.:.. ,,, Certificate of Compliance �[wsSf pTHIS IS TO CERTIFY,That the Individual Sewage ©fsposal System (Repair) by JOSEPH R. WATSON _ Installer Map -Block -Lot 108.A- 0008 - at No 2324 TURNPIKE STREET has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the application for Disposal Works Construction Permit No. BHP -2005-018 Dated June 20, 2005 Printed On: Jun -20-2005 Board of Health Town of North Andover Health Department, �" Date: 1 Location: (Indicate Address, if Residential, or Name ofBusiness) Check #• gel Type of Permit or License: (Circle) ➢ Animal $ ➢ Dumpster $ ➢ Food Service - Type: $ ➢ Funeral Directors $ ➢ Massage Establishment $ ➢ Massage Practice $ ➢ Offal (Septic) Hauler $ ➢ Recreational Camp $ ➢ SEPTIC PERMITS: ❑ Septic - Soil Testing $ ❑ Septic - Design Approval $ ❑ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ➢ Sun tanning $ ➢ Swimming Pool $ ➢ Tobacco $ ➢ Trasit/Solid Waste Hauler $ ➢ Well Construction $ ➢ OTHER: (Indicate) Health Agent Initials 8'7 White - Applicant Yellow - Health Pink - Treasurer C Town of North Andover HEALTH DEPARTMENT 27 Charles Street North Andover, MA U845 978.688.9540 healthdept(a townofnorthandover.con, RECEIVED JUN 14 2005 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE:- LOCATION: ATE:LOCATION: LICENSED INSTALLER NAME: J o s�,Q� �� / S'o117 PLEASE PRINT SIGNATURE: TELEPHONE#CR CHECK ONE: REPAIR: "* NEW CONSTRUCTION: * If NEW CONSTRUCTION, please attach the Foundation As -Built Plan. Administrative Use Only $250.00 Fee Attached? Yes No Project Manager Obligation From Attached? Yes No Foundation As -Built? Yes No Floor Plans? Yes No Approval of Health Agent Date:z� INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction of the septic system for the �}p property atowJ L�� relative to the application of datedl/ -7. for plans by h4 1AIr and dated with revisions dated �O I understand the following obligations for management of this project: l : As the installer I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer I must call for any and all inspections. If homeowner, contractor, project manger, or any other person not associated with my company schedules an inspection and the system is not ready then item three shall be applicable. 3. As the installer I am required to have the necgssary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection, without completion of the items in accordance with Tile 5 and the Board of Health Regulations may result in a $50.00 fine being levied against my company. a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done first: Installer must request the inspection but does not have to be present. b) Final inspection — Engineer must first do their inspection for elevations, ties, etc. As -built or verbal OK from engineer must be submitted to Board of Health, after which installer calls for inspection time. Installer must be present for this inspection. With pump system all electrical work must be ready and able to cause pump to work and alarm to function. c) Final Grade — Installer must request inspection when all grading is complete. Does not have to be on site. 4. As the installer I understand that only I may perform the work (other than simple excavation) required to complete the installation of the system identified in the attached application for installation. I further understand that work by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system, and/or revocation or suspension of my license to operate in the Town of North Andover; significant fines to all persons involved are also possible. 5. As the Installer I understand that I must be on site during the performance of the following construction. steps: a) Determination that the proper elevation of the excavation has been reached. b) Inspection of the sand and stone to be used. c) Final inspection by Board of Health staff or consultant. d) Installation of tank, D -box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. As the installer I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, general contractor, or any other Bersons shall absolve me of this obligation. U ler Works Construction Permit # Date: L a 0 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET * `"� ,>•" +" NORTH ANDOVER, MASSACHUSETTS 01845 "Ss"CHU cMusEi w Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX ADDRESS: 2324 Turnpike Street MAP: 108A LOT: 8 INSTALLER: "Buddy" Watson DESIGNER: MHF Design Consultants PLAN DATE: 8/10/05 Rev:8/12/05 BOH APPROVAL DATE ON PLAN: 8/12/05 DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 9/6/05 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ❑Existing septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: Building was not accessible to confirm only one building sewer. SEPTIC TANK #1 ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 2000 gallon tank has been installed H-20 loading 2 -piece construction [s Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, centered under access port ® Outlet tee (gas baffle or effluent filter) installed, centered under access port ® 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet Comments: Gas baffle was placed on inlet tee, asked to move to outlet tee. Asked to have tank filled with water above seam to check for watertightness. Page 1 of 4 Q TOWN OF NORTH ANDOVER f lot'. Office of COMMUNITY DEVELOPMENT AND SERVICES ���°°R HEALTH DEPARTMENT ~ ^ 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845"SS;;CN�S Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 FAX D -BOX ❑ Installed on stable stone base ® Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets [� Observed even distribution [� Speed levelers provided (not required) Comments: Distribution was not even. Had flow back into D -box from two of the pipes. SOIL ABSORPTION SYSTEM ❑ Bottom of SAS excavated down to soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ❑ 3/4-1 'h" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ® laterals installed and ends connected to header (and vented if impervious material above) ❑ Orifices @ 5 & 7 o'clock positions ® Gravelless disposal systems: type, number and location as per plan ® Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: CONTROL PANEL Alarm & Pump are on separate circuits [� Alarm sounds when float is tripped [t� Location of control panel: ❑ Rated for exterior if placed outside Comments: No electrical service available. Page 3 of 4 O TOWN OF NORTH ANDOVER NORT{1 Office of COMMUNITY DEVELOPMENT AND SERVICES 3 ,`�,1.o o HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 "Ss (;Hu t� Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX SEPTIC TANK #2 ❑ Bottom of tank hole has 6" stone base ff Weep hole plugged ® 2000 gallon tank has been installed H-20 loading 2 -piece construction ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, centered under access port ® Outlet tee (gas baffle or effluent filter) installed, centered under access port ® 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet Comments: Gas baffle was placed on inlet tee, asked to move to outlet tee. Asked to have tank filled with water above seam to check for watertightness. PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base Fj Weep hole plugged ® 2000 gallon Pump Chamber installed H-20 loading 2 -piece construction) ® Inlet tee installed, centered under access port ® Pump(s) installed on stable base [a' Alarm float working [� Pump On/Off float working ❑ Drain hole in pressure line ® 24" inch cover to within 6" of final grade installed over pump access port Water tightness of tank has been achieved Visual testing ® Hydraulic cement around inlet & outlet Comments: No electrical connection available. Asked to have tank filled with water above seam to check for watertightness. Contractor used different pump than on design plan. Page 2 of 4 0 O TOWN OF NORTH ANDOVER NORT Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT p 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845"Ss;;CMus s`y Susan Y. Sawyer, RENS/RS 978.688.9540 - Phone Public Health Director 978.688.9542 - FAX Benchmark: Rod at Benchmark: Height of Instrument: SYSTEM ELEVATIONS INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT 144.00 Not accessible #1 Septic Tank IN 143.75 145.16 #1 Septic Tank OUT 143.50 144.82 #2 Septic Tank IN 143.40 144.70 #2 Septic Tank OUT 143.15 144.45 Pump Chamber IN 143.05 144.38 Pump Chamber OUT 142.80 143.72 Distribution Box IN 149.05 149.93 Distribution Box OUT 148.80 149.53 Lateral 1 invert 148.00 149.38 Lateral top 149.11 chamber Lateral invert 148.00 149.36 Lateral top 149.08 chamber Lateral 3 invert 148.00 149.38 Lateral top 149.11 chamber Lateral invert 148.00 149.36 Lateral top 149.11 chamber Lateral invert 148.00 149.38 Lateral top 149.09 chamber NOTE: Contractor did not use benchmark specified on design plan, used top of concrete foundation at building. Construction inspection used benchmark on the plan. Page 4 of 4 0 0 Grant, Michbie From: DelleChiaie, Pamela Sent: Wednesday, September 07, 2005 2:27 PM To: Grant, Michele Subject: FW: 2324 Turnpike - Little Professionals Michele, FYI -----Original Message ----- From: Dan Ottenheimer [mailto:info@millriverconsulting.com] Sent: Wednesday, September 07, 2005 1:59 PM To: amcbrearty@millriverconsulting.com; Lisa Kozel LeVasseur; DelleChiaie, Pamela; Sawyer, Susan Subject: 2324 Turnpike - Little Professionals Page 1 of 1 Construction inspection completed yesterday at Little Professionals. Definitely needs some attention on a repeat visit from either you or us. Most notably: Gas baffles were installed on.the,inlet tees, not the outlet tees (can you believe that one D -box was not level ✓No electrical service to verify pumps, panel,4etc: f Tanks need to be checked for watertightness Please also note the contractor used a;different pump than the one specified -on the plans When I asked if this was going be documented on the as -built, he indicated.he did -not believe the designer -was aware of this change. I did not push him to switch out the pumps, but�did ask him to coordinatnwith'the designer on this matters I'd S ggest we stay on t of that. Lastly, please note the contractor based his benchmark elevation on what was indicated on the design plan was going to be the building foundation elevation, instead of the actual benchmarks. Our inspection was based on the actual benchmarks and found everything to be in satisfactory compliance (you will note since the wrong benchmark was used, the soil absorption system is significantly higher in elevation than required). Dan r Daniel Ottenheimer, President Mill River Consulting, Inc.. Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting_com dano@millriverconsulting.com 9/13/2005 r�MM�j�/""� U9c:W�` 5 (0� '•" �� r � - IF ILLIk Ir -14 `i (( �►jw lk F^ +:.JAZ S s -. i 1J u Y , . t;..t T, '•" �� r � - IF ILLIk Ir -14 `i (( �►jw lk F^ +:.JAZ S s -. i 1J u Y , . t;..t i ii AS -BUILT CHECKLIST LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK & D -BOX _ ORIGINAL STAMP & SIGNATURE IMPERVIOUS AREAS - DRIVEWAYS, ETC. NORTH ARROW v LOCATION & ELEVATIONS OF BENCHMARK USED LOT NU111BER, STREET NAME y ASSESSORS MAP & PARCEL NUMBER LOT LINES & LOCATION OF DWELLINGS LOCATIONS & DIMENSIONS OF SYSTEM / INCLUDING RESERVE TIES TO LOT LINES & DWELLING, WELLS ✓a. FROM SEPTIC TANK ✓b. FROM LEACH AREA LOCATIONS OF DEEP HOLES & PERC TESTS ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION LOCATIONS OF WELLS, DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK & D -BOX _ ORIGINAL STAMP & SIGNATURE IMPERVIOUS AREAS - DRIVEWAYS, ETC. NORTH ARROW v LOCATION & ELEVATIONS OF BENCHMARK USED .Pa! En 86,.9 W x! 9 ! C-) ao yN �o' J ozLL- a B82alx Z Q Z _ 1^ 1 Os. x S42'44'00"W 58.15' 'cza 000 o f end I0�, o f y F o 9� d rs :. M !x M sa! q e.wd z ��a! �� �•` I l��� O ►► 9g11 �• a 1 •r !x t' ' �s I I'�` :1 x ICA �. ,2 'x i + -X. Sa <O Nift 2 O 6 r • I m o. �m XX N ... II O inx O U � 'm ...� � rtnl ic: :�`.:I + � o I �N p�.� -----aompLL.60 nfO a ^1 a,ir ey 10 PIP ( I a �I • !x ( / I Ni: + Rds / x ',r, :�`.:. • ::;.. 'r ,'• '� ' •� • .�!..�` �' � � oma. I i 86,.9 CL x! 9 ! C-) 00 yN �o' J xN tl Z c � _ 1^ 1 Os. el d4l , 0`xz` 29. x M v�, i et` .9Slx •� Cy .. { raj I ! �a /.. �r X II cr G (1 268a !. W !x c' s S a• p 1 (n 0 rn M � a OWLn s 2 x .fit'• 02.92. 2i'.`! m 0O , r e a! a! a! � � � • Oa. OVE113S _ Wai e nE i 86,.9 CL x! 9 ! C-) 00 yN �o' J xN tl Z c � _ 1^ 1 Os. el d4l , 0`xz` �O• CL C-) 00 Z OA • £a • el d4l , 0`xz` M v�, �r II cr MAP 108A PARCEL 19 100. 66.30: 1.514 GRAPHIC SCALE 0 $ JO TURNPIKE STREET (RTE (IN FEE" (PUBLIC -- 80' WIDE R.O.W. - 1946 ALTERATION) 1 inch = 50 tL MAP 108C PARCEL 37 MAP 108C PARCEL 38 MAP 108A PARCEL 17 -e u d Cl) Oo oc C) , -e o Oo ct � � v f Q) -e o � � � � v f -e Q) a (OC O N E C O Engineers & Scientists March 20, 2009 Coneco Project No. 6380 Thomas Trowbridge, Chairman Health Department 1600 Osgood Street Building 20; Suite 2-36 North Andover, MA 01845 um CIVIL I)ESIGN & 1,AND PLANNING SURVEYING G13o"ri (:HNICAL ENGINEERING E:NV IRONNIENTAL IhENGrN EE'RING REGULATORY C04fPL1ANCE & PLANNING RECEIVED MAR 2 7 2009 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Release Notification and Response Act on Outcome Statement Pad -Mounted Electrical Transformer Adjacent to 2324 Turnpike Street North Andover, Massachusetts ease Tracking Number 3-28279 Dear Mr. Trowbridge, Pursuant to 310 CMR 40.1403 of the Massachusetts Contingency Plan (MCP), the following serves as written notification of the submittal of a Release Notification Form and Class A-2 Response Action Outcome (RAO) Statement relating to a sudden release of non -polychlorinated biphenyl (non -PCB) mineral oil dielectric fluid (MODF) from a pad -mounted electrical transformer formerly in use at the above -referenced location. This letter follows verbal notification to the Department of Environmental Protection - Northeast Regional Office (DEP- NERO) on January 19, 2009. A copy of the above -referenced report is available for viewing at the DEP-NERO. A copy of this report may also be obtained by contacting the undersigned in writing. Additional Public Involvement Activities may be requested pursuant to 310 CMR 40.1403(9). A copy of the Release Notification Form (BWSC-103) is appended to this notice. Pursuant to the provisions of 310 CMR 40.0427, no ongoing activities related to this release are required at this time, a condition of "No Significant Risk" currently exists at the Disposal Site, and the requirements for a Class A-2 RAO have been met. This notice is being provided on behalf of the Massachusetts Electric Company, the party conducting response actions regarding this release. If you have any questions, please contact the undersigned. Sincerely, CTD.Aevazelis neers &Scientists, Incorporated Jo Senior Project Manager SLF:JDA:BFK:jd Z:\\6380.Own.RNF.RAO.3.20.09.doc cc: DEP - NERO Massachusetts Electric Company Brian F. Kling er, P.G., L.S.P. Principal Geologist 4 First Street. Brid,,cwatcr, MA 02324 (508) 697-3191 (800) 548-3355 Fax 0081 647-5996 Offices throughout NcNEngland DelleChiaie, Pamela Subject: Location: Start: End: Show Time As: Recurrence: Meeting Status: Required Attendees Final Const. Inspection (3rd) 2324 Turnpike Street Mon 9/12/2005 1:00 PM Mon 9/12/2005 1:30 PM Tentative (none) Not yet responded Grant, Michele; Sawyer, Susan Request-from-Buddy-Buddyon. Per Michele, this is his 3rd F.C. Inspection. He owes $50 for_each. He will bring a check in for $150 on Monday. Appt. is set for 1:00 p.m. Page 1 of 1 DelleChiaie, Pamela— From: DelleChiaie, Pamela Sent: Thursday, September 08, 2005 8:45 AM To: Grant, Michele Subject: RE: Little Professionals No, he owes $100.00. -----Original Message ----- From: Grant, Michele Sent: Thursday, September 08, 2005 8:16 AM To: DelleChiaie, Pamela Subject: Little Professionals Hi Pam, Buddy called and wants me to look at the tank early afternoon. There will be a 50.00 charge for him to have Dan go back out too. Has Buddy paid for the last secondary inspection? He may still owe you for that one. So $100.00 Thanks Michele E. Grant, Public Health Inspector 400 Osgood Street North Andover MA. 01845 978-688-9540 - Phone 978-688-8476 - Fax Add Emotion Icons to your Emails Click Here 9/8/2005 LETTER OF TRANSMITTAL North Andover Health Department o� No RTfy .� 400 Osgood Street .t b.� �`°*6~00 North Andover, MA 01845 - -' p 978.688.9540 - Phone 978.688.8476 - Fax '♦ r� l .•� •!A tOCNKMwKw v healthdeptna,townofnorthandover.com - E-mail �•y ''►„�o ��''� www.townofnorthandover.com - Website Page of Ss�eNU /I e ' NMI a �COMPANY: FROM: Pam a DelleChiaie, Health Dept. Assistant lea COPY TO: SIGNED: We are sending you: fXopyofLetter OPIdftv” Lf Other(ill in below) a rr.t nese are transmined as checked below: OApproved as Noted OAs Requested OAs Required OResubmit copies for approval OFor approval L7 For Review and comment OFor, Four Use OSubmit copies for dist. REMARKS: COPY TO: COPY TO: SIGNED: C.. COPY TO: 08/23/2005 TUE 14:39 FAX 978176 E F Shea New England FLAT TOP ITEM NO WEIGHT 1 HOLE MH4—FT41D 1,620 2 HOLE MH4—FT41D2H 930 ECCENTRIC CONE HEIGHT ITEM NO WEIGHT 1'-6" MH4-1BC41D 1,335 2'-0" MH4-24C41D 1,783 2'-6" MH4-30C41D 2,231 3'-0" MH4-36C41D 2,677 4'-0" MH4-60C41D 3,425 RISER SECTION HEIGHT ITEM NO WEIGHT 1'-0" MH4-12CS41D 856# 2'-0" MH4-24CS41D 1,712 2'-6" MH4-30CS41D 2,140 3'-0" MH4-36CS41D 2,568 4'-0" MH4-48CS41D 3,424 5'-0" MH4-60CS41D 4,280 BASE SECTION HEIGHT ITEM NO WEIGHT 2'-0" MH4-24S41D 2,640# 2'-6" MH4-30S41D 3,067 3'-0" MH4-36S410 ,49 3'-6" MH4-42S41D 3,922 4'-0" MH4-48S41D 4,350 4'-6" MH4-54S41D 4,777 5'-0" MH4-6OS41D 5,205 5'-6" MH4-66S41D 5733 6'-0" MH4-72S41D 6,060 -2 -6 �I 4'-0" OPTIONAL TOP SLAB 3,— 2'-0- 0-----,��--"---{{� 2'-6" BUTYL RESIN JOINT SECTION VIEW NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 2. REINFORCED STEEL CONFORMS TO LATEST ASTM A185 SPEC. 0.12 SQ. IN. LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. 3. H-20 DESIGN LOADING PER AASHTO HS -20-44; ASTM C478 SPEC FOR "PRECAST REINFORCED CONCRETE MANHOLE SECTIONS." 4. BUTYL RESIN SECTION JOINT CONFORMS TO LATEST ASTM C443 SPEC. 5. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC STEP CONFORMS TO LATEST ASTM C478 SPEC. R001/002 :RIOR COATING REQUIRED) BLE PIPE VE WILMINGTON, MA (978) 658-2645 -- AMESBURY, MA (978) 388-1509 PAGE G2.1 NOTTINGHAM, NH (603) 942-5668 AUG -24-2005 11:58 E°e-�ONARD 860 873 8693 P.001 ES EHV ,/2P- BA►F�N SUBMERSIBLE EFFLUENT PUMPS X73/4" Spherical Solids Handling SECTION B PAGE DATE 5/03 REPLACES 12102 4 DISCHARGE: 2-. (51 mm) N.P.T. Female, Vertical. LIQUID TEMPERATURE: 77'F (25°C) Continuous. MOTOR HOUSING: Cast Iron PUMP BODY: Cast Iron IMPELLER: Design: Multl-Vano Vortex Material. Cast Iron. V,o+zose SHAFT: 420 Stainless Stool 20 O -RINGS: HARDWARE: Buna-N 300 Series Stainless Steel with water, specific PAINT: Air Dry Enamel O CABLE ENTRY: 20 it. (GM) Cord with Plug'and Pressure Grommet for Sealing and Siraln Relief. SEAL: Design: Single Mechanical, Oil-Fillod Reservoir. 1 2 Materiel., Rotating Faces - Ceramic may vary performance. PER SECOND Stationary Faces - Carbon Elastomer - Buna-N CRANE PUMPS & SYSTEMS Hardwaro - 300 Series Stainless Series: EHV SPEED: 3450 RPM 0.5 HP 3450RPM, 60Hz UPPER BEARINGDesign. Singio Row, Ball �Y1CIIpA2tOC� LOWER BEARING: Mansliold, Ohio 44907-2674 Piqua, Ohio 45356-0603 Design: Single Row, Bali MOTOR: Design: 011 -Filled, Canada L6T 2J6 Insulation: Class B. Fax: (419) 774-1530 SINGLE PHASE: Permanent Split Capacitor (PSC). CSA 108- File No. LR165G7 Includes Overload Protection In Motor. cpi FLOAT: EHV412 None UL 718 EHV412A Wide Angle, Mechanical, 20ft (6M) Cable, , NRTL�C EHV412VF Plpo Mounted. Vertical Float, PVC. Snap Action. Description: EHV412AT Wide Angle, Mechanical. 20ft (6M) Cable, PUMP IS DESIGNED FOR HANDLING SEWAGEanted iouraE EFFLUENT IN TYPICAL SEPTIC TANKIEFFLUENT APPLICATIONS. TOTArr MTRSL FTE AUG 2 5 2005 50 CL. F NORTH ANC)OVER 14 HEA TH DEPARTMENT 12 40 10 M 30 8 6. 20 "i 1 -1 1 4 10 2 V,o+zose Testing Is performed U.S. GALLONS 20 0 60 80 with water, specific PER MINUTE gravity of 1.0 0 68' F (20° ), other flulds LITERS 1 2 3 4 6 6 may vary performance. PER SECOND CRANE PUMPS & SYSTEMS A 14R5 Lexington Ave. 420 Third Street/P.O. Box 603 83 West Dove �Y1CIIpA2tOC� A Crane Co. Company Mansliold, Ohio 44907-2674 Piqua, Ohio 45356-0603 Brampton, Ontario SWPO Ph: (937) 778-8947 Ph: (937) 778-8947 Canada L6T 2J6 Fax: (419) 774-1530 Fax: (937) 773-7157 Ph:(905)457-6223 www.barnespumps.com www.cranopumps.corn Fax: (905) 457-2650 1: AUG -24-2005 12:05 8G0 873 8G93 98>- AUG -24-2005 11:58 PART HP SECTION B RPM (NOM) NEMA START M 03 CORD SIZE uo2 EV -ONARD U RECEIVED AUG 2 5 2005 E HV412A EHV412 (Less Float) EHV412AT (Attached to Motor Housing) n e1 LDIFFERRENTnIAL w. 20 0 098) (�7) rI06) 860 873 8693 F.002 G) EMV412VF a aI 0 8) .75 to 8.25 PULPING DIF ME NTIAL i Inchos (mm) IMPORTANT! 1.) PUMP MAY BE OPERATED -DRY- FOR EXTENDED PERIOOS W ITHOUT DAMAGE TO MOTOR AND/OR SEALS. 2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 11 HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS. 4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS. RECREATIONAL WATER PARKS,OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. FCRANE. PUMPS & SYSTEMS A Crane Co. Company watef 1465 Lexington Ave. 420 Third Street/P.O. Box 603 83 West Drive O1=Vo Mansfield. Ohio 44907.2674 Piqua, Ohio 45356-0603 Brampton, Ontario Ph: (937) 778-8947 Ph: (937) 778-8947 Canada L6T 2J6 Fax: (419) 7741530 Fax: (937) 773-7157 Ph: (905) 457-6223 www.barnospumps.com www.cranepump$.c0m Fax: (905) 457-2650 1: TOTAL P.002 PUG -24-2885 12:05 960 873 e693 F.02 MODEL PART HP VOLT PH RPM (NOM) NEMA START FULL LOAD CORD LENGTH CORD SIZE CORD TYPE NO. NO. CODE AMPS EHV412 -r' 101298 0.5 115 1 3450 H H 6.40 6.40 2OFt. (8M) 20Ft. (6M) 1413 14/3 SJTOW SJTOW EHV412A 103542 10.5 115 1 1 3450 3450 H 6.40 20Ft. (6M) 14/3 SJTOW EHV412VF 101300 0.5 0.5 115 115 1 3450 H 6.40 20Ft. (6M) SJTOW EHV412AT EHV412 103543 101298G 0.5 115 1 450 H 6.40 30Ft. M 14 SJTOW IMPORTANT! 1.) PUMP MAY BE OPERATED -DRY- FOR EXTENDED PERIOOS W ITHOUT DAMAGE TO MOTOR AND/OR SEALS. 2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 11 HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS. 4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS. RECREATIONAL WATER PARKS,OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. FCRANE. PUMPS & SYSTEMS A Crane Co. Company watef 1465 Lexington Ave. 420 Third Street/P.O. Box 603 83 West Drive O1=Vo Mansfield. Ohio 44907.2674 Piqua, Ohio 45356-0603 Brampton, Ontario Ph: (937) 778-8947 Ph: (937) 778-8947 Canada L6T 2J6 Fax: (419) 7741530 Fax: (937) 773-7157 Ph: (905) 457-6223 www.barnospumps.com www.cranepump$.c0m Fax: (905) 457-2650 1: TOTAL P.002 PUG -24-2885 12:05 960 873 e693 F.02 7 U wf 08/23/2005 TUE 14:40 FAX 97176 E F Shea New England f�002/002 9-75� 170-0c-0/ 113"EA CONCRETE PRODUCTS, INC. 773 Salem Street P.O. Box 520 Wilmington, Massachusetts 01887 Tel. (9781658-2645 Fax (978) 658-0541 Contractor: GJ GJ A -f rC) AJ Job: �� Gf/O/1 ,/ Town: AAj b0 d F R Calculated By: 13 UB Date: 8 , z3 •05 Cored By: Due: RIM: A- OA. _TO V. SUMP: ITEM: "240 260 `f " 280 ® 4„ 300 320 340 0 20 0. " ! — 20LC- SEALA�i 7" ID O 5' 6' Drain MH ❑ Catch Basin ❑ Sewer MH Q� Gas Trap ❑ Sealant Boots C' Steps ❑ Coated ar Cone ❑ Offset FT ❑ Ctr FT ❑ Double FT 0 OUT A B C D Hole Size 7" 1'71' Section Z4 "s 29 "S Height /4" 1$" Angle o°2 70 Boots 7/4 -7 A 0. " ! — 20LC- SEALA�i 7" ID O 5' 6' Drain MH ❑ Catch Basin ❑ Sewer MH Q� Gas Trap ❑ Sealant Boots C' Steps ❑ Coated ar Cone ❑ Offset FT ❑ Ctr FT ❑ Double FT 0 Little Pr©f. Page 1 of 3 4. �i Grant, Michele From: Sawyer, Susan Sent: Tuesday, August 23, 2005 9:04 AM To: Karl R Dubay; 'Scm_Sbi (E-mail)'; 'Jim Richards' Cc: joeserwatka@comcast.net; Grant, Michele; DelleChiaie, Pamela Subject: RE: Little Prof. Update The bottom of bed inspection went fine and the septic sand was found to be acceptable. As for the tanks. To go forward with the plan to Not hammer out the ledge, Joe Serwatka provided the Health office with the spec. sheets for a Shea mini -manhole. He indicated that he would communicate with the installer, however the installer told me late yesterday that he had not received the instructions to purchase the manhole, so he was looking into it himself. Joe also will be responsible for the final location and placement of the manhole(s). He will be on site to assist Watson when needed. The installer was to contact the Biodiffuser trainer to assist in the installation of the units. He should call the health office when the trainer is to be on site. A bottom of the tank bed inspection will'be done this am. All questions should go to the engineer. Susan -----Original Message ----- From: Sawyer, Susan Sent: Friday, August 19, 2005 4:30 PM To: 'Karl R Dubay'; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. Buddy Watson and I just spoke. We have an appointment for a Bottom of Bed inspection at 10 AM Monday morning. I told him that it is important that a load of septic sand be at the site for inspection as well. I am not sure at this point who is making the decisions. There are many of you involved. If the ledge is hammered out by Monday, than the installation of the tanks can begin Monday. If not, I would like your office to send an engineer to the site to direct the installer on the process of the manhole placement, including the type of manhole, diversion box, angles to enter the tank etc. Watson indicated that he may need to install 2 manholes as there may be 2 bends in the building sewer, but it is not up to the installer to make these determinations. Whomever is going to make this decision must do so quickly so we may keep this job moving. I will see some of you on site Monday morning. The installation of the leaching field should procede quickly. Hopefully, if all goes well with the tanks, we can be done with this within a week. Susan Sawyer -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 5:05 PM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. I guess the bottom line is that the LGiant meets the spec comparison based on their spec sheet, notwithstanding its popularity and/or relative quality, so theoretically the LGiant would be approvable. Your experience in inspecting these is valuable, thus your suggestions below 8/23/2005 Little Prof. 1 Page 1 of 3 4. Grant, Michele From: Sawyer, Susan Sent: Friday, August 19, 2005 11:02 AM To: Karl R Dubay; 'Scm_Sbi (E-mail)'; 'Jim Richards' Cc: Grant, Michele Subject: RE: Little Prof. Karl, I have to head out to a meeting but we have another concern at Little Prof. Mr. Richards indicated that you already know this. Apparently there is a ledge issue in tank #1 hole Title V 15.222 Building Sewers (7) There building sewer shall be laid on a continuous grade and as nearly as possible in a straight line in accordance with accepted engineering practice. (8) Manholes, with metal frames and covers at grade, shall be provided at the junction of two or more sewers, at all sharp changes in direction or a change in grade of the sewers and at intervals no greater than 100 feet. The BOH would prefer that the plan be built as approved, however if circumstance requires change in the issue it is recommended that a manhole be placed to grade utilizing a diverter box "All gravity sewer manholes shall have an open channel depth equal to or greater than the diameter of the inlet sewer and the change of direction in each manhole shall not exceed 90"'. (Or another equivalent structure that may be out there.) Though in some occasion this may be appropriate, the use of a bend and a cleanout should not be utilized in the application of new construction for a commercial building of this kind. Please let the installer know of your decision in this matter; whether to continue hammering the ledge or place a manhole. Thank you Susan Sawyer -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 5:05 PM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. I guess the bottom line is that the LGiant meets the spec comparison based on their spec sheet, notwithstanding its popularity and/or relative quality, so theoretically the LGiant would be approvable. Your experience in inspecting these is valuable, thus your.suggestions below have merit, and Mr. Richards could work out the final decision with you and his contractor. The owner's concern should be its longevity and the relative price he's paying for it verses the one specified. Usually, if the vendor/supplier is pushing a substitution, the manufacturer's rep's job is to educate the owner/reviewer/engineer to make good technical/consumer decisions. Another item as you know invariably affecting 8/23/2005 Little Prof. Page 3 of 3 info regarding their tank revision to resolve your request about the pipe: As I understand it from him: Change tank to a Shea TK -2000 series H-20 loading, 2.5% main incoming pipe slope at 10 ft length (all +/- data), invert into tank is 144.75, FG is about 147.5. That should work. -Karl 8/23/2005 Little Prof. Page 2 of 3 performance/maintenance is the other hardware/controls used, and how it's installed. Thanks for your help, Karl From: Sawyer, Susan [mailto:ssawyer@townofnorthandover.com] Sent: Wednesday, August 17, 2005 4:32 PM To: Karl R Dubay; Scm—Sbi (E-mail); Jim Richards Subject: RE: Little Prof. OK, The plan is in Mr. Watson's pick up box. The issue of the pump still needs to be addressed. I do not know of anyone who can vouch for the Little Giant. A popular one that I believe is good is the Hydromatic. I will accept one which is sized approproiately from that vendor, unless you have another suggestion. Susan -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 4:52 PM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. I agree as long as the slopes are positively maintained From: Sawyer, Susan [mailto:ssawyer@townofnorthandover.com] Sent: Wednesday, August 17, 2005 3:44 PM To: Karl R Dubay; Scm_Sbi (E-mail); Jim Richards Subject: RE: Little Prof. Karl That sounds fine, but I just thought about the other 2 tanks. Can I adjust all the inverts 1 foot? -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 10:16 AM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. Susan - Steve asked me to email you with confirmatory info regarding their tank revision to resolve your request about the pipe: As I understand it from him: Change tank to a Shea TK -2000 series H-20 loading, 2.5% main incoming pipe slope at 10.ft length (all +/- data), invert into tank is 144.75, FG is about 147.5. That should work. 8/23/2005 Little Prof Page 2 of 3 have merit, and Mr. Richards could work out the final decision with you and his contractor. The owner's concern should be its longevity and the relative price he's paying for it verses the one specified. Usually, if the vendor/supplier is pushing a substitution, the manufacturer's rep's job is to educate the owner/reviewer/engineer to make good technical/consumer decisions. Another item as you know invariably affecting performance/maintenance is the other hardware/controls used, and how it's installed. Thanks for your help, Karl From: Sawyer, Susan [mailto:ssawyer@townofnorthandover.com] Sent: Wednesday, August 17, 2005 4:32 PM To: Karl R Dubay; Scm_Sbi (E-mail); Jim Richards Subject: RE: Little Prof. OK, The plan is in Mr. Watson's pick up box. The issue of the pump still needs to be addressed. I do not know of anyone who can vouch for the Little Giant. A popular one that I believe is good is the Hydromatic. I will accept one which is sized approproiately from that vendor, unless you have another suggestion. Susan -----Original Message ----- From: Karl R Dubay [mailto:krd@rhhfdesign.com] Sent: Wednesday, August 17, 2005 4:52 PM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. I agree as long as the slopes are positively maintained From: Sawyer, Susan [mailto:ssawyer@townofnorthandover.com] Sent: Wednesday, August 17, 2005 3:44 PM To: Karl R Dubay; Scm_Sbi (E-mail); Jim Richards Subject: RE: Little Prof. Karl That sounds fine, but I just thought about the other 2 tanks. Can I adjust all the inverts 1 foot? -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 10:16 AM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. Susan - Steve asked me to email you with confirmatory 8/23/2005 Little Prof. Page 2 of 2 Subject: RE: Little Prof. Today Joe gave me the alternative redline system layout per Sawyer's request, and his markup on detail revision to the design plan. I'll have that done and ready to be picked up by tomorrow mid day. -Karl From: Jim Richards[mailto:jim@littleprofessionals.com] Sent: Tuesday, August 09, 2005 2:35 PM To: Sawyer, Susan Cc: Karl R. Dubay, P.E.; Shark Heimlich; scm_sbi@comcast.net Subject: Re: Little Prof. Hi Susan - Are we all set with the septic design for our facility? Thanks for your assistance with our project - Jim James K. Richards, CPA Cellular: (781) 844.9064 Office: (866) LILTROS jim@littleprofessionals.com www.littlepEofessionals.com 8/16/2005 August 10, 2005 Mr. Joseph Watson 43 Lowell Junction Road Andover, MA 01810 THE MOST ADVANCED NAME IN DRAINAGE SYSTEMS RE: Little Professional Child Care Center — North Andover, MA Dear Mr. Watson: Advanced Drainage Systems, Inc. (ADS) has prepared this letter regarding installation training on the Biodiffuser leaching chamber product. It is our understanding that the Biodiffuser installation video and installation guide have been reviewed by the installers. A review of the installation video and guide is the extent of the training program that we have for the Biodiffuser leaching chamber product.. If you should have any other questions or need additional information, please contact me at (508) 829-6096. Sincerely, Gregory Baryluk, PE Regional Engineer Advanced Drainage Systems, Inc. C:/Letters/General/149 CC: Dan Pelletier - ADS ADVANCED DRAINAGE SYSTEMS, INC. 58 WYOMING STREET: LUDLOW, MA 010561 800 733 3555 FAX: 413 589 7926 HTTP.1A WW.ADS-PIPE.COM Little Prof. Page 1 of 3 Sawyer, Susan From: Karl R Dubay [krd@mhfdesign.com] Sent: Friday, August 19, 2005 12:03 PM To: Sawyer, Susan; 'Scm Sbi (E-mail)'; 'Jim Richards' Cc: Grant, Michele Subject: RE: Little Prof. I got the call from the GC asking if it's OK to put a bend in the pipe. I said not usually, for a commercial system, without a manhole or cleanout. Sometimes it's OK'd if this comes down to a decision from the Health Agent, and I predicted that your office may not approve it if the issue is just avoiding a small chunk of ledge and for no other compelling reason. I told him I thought that your office would prefer the straight shot with no bends as designed, but to confirm it with you. Based on your email below, I would agree with your recommendation in this case. -Karl From: Sawyer, Susan[mailto:ssawyer@townofnorthandover.com] Sent: Friday, August 19, 2005 11:02 AM To: Karl R Dubay; Scm_Sbi (E-mail); Jim Richards Cc: Grant, Michele Subject: RE: Little Prof. Karl, I have to head out to a meeting but we have another concern at Little Prof. Mr. Richards indicated that you already know this. Apparently there is a ledge issue in tank #1 hole Title V 15.222 Building Sewers (7) There building sewer shall be laid on a continuous grade and as nearly as possible in a straight line in accordance with accepted engineering practice. (8) Manholes, with metal frames and covers at grade, shall be provided at the junction of two or more sewers, at all sharp changes in direction or a change in grade of the sewers and at intervals no greater than 100 feet. The BOH would prefer that the plan be built as approved, however if circumstance requires change in the issue it 8/19/2005 Little Prof. . Page 2 of 3 C is recommended that a manhole be placed to grade utilizing a diverter box "All gravity sewer manholes shall have an open channel depth equal to or greater than the diameter of the inlet sewer and the change of direction in each manhole shall not exceed 90"'. (Or another equivalent structure that may be out there.) Though in some occasion this may be appropriate, the use of a bend and a cleanout should not be utilized in the application of new construction for a commercial building of this kind. Please let the installer know of your decision in this matter; whether to continue hammering the ledge or place a manhole. Thank you Susan Sawyer -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 5:05 PM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. I guess the bottom line is that the LGiant meets the spec comparison based on their spec sheet, notwithstanding its popularity and/or relative quality, so theoretically the LGiant would be approvable. Your experience in inspecting these is valuable, thus your suggestions below have merit, and Mr. Richards could work out the final decision with you and his contractor. The owner's concern should be its longevity and the relative price he's paying for it verses the one specified. Usually, if the vendor/supplier is pushing a substitution, the manufacturer's rep's job is to educate the owner/reviewer/engineer to make good technical/consumer decisions. Another item as you know invariably affecting performance/maintenance is the other hardware/controls used, and how it's installed. Thanks for your help, Karl From: Sawyer, Susan[mailto:ssawyer@townofnorthandover.com] Sent: Wednesday, August 17, 2005 4:32 PM To: Karl R Dubay; Scm Sbi (E-mail); Jim Richards Subject: RE: Little Prof. OK, The plan is in Mr. Watson's pick up box. The issue of the pump still needs to be addressed. I do not know of anyone who can vouch for the Little Giant. A popular one that I believe is good is the Hydromatic. I will accept one which is sized approproiately from that vendor, unless you have another suggestion. 8/19/2005 Little Prof.Page 3 of 3 C" Susan -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 4:52 PM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. I agree as long as the slopes are positively maintained From: Sawyer, Susan[mailto:ssawyer@townofnorthandover.com] Sent: Wednesday, August 17, 2005 3:44 PM To: Karl R Dubay; Scm_Sbi (E-mail); Jim Richards Subject: RE: Little Prof. Karl That sounds fine, but I just thought about the other 2 tanks. Can I adjust all the inverts 1 foot? -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 10:16 AM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. Susan - Steve asked me to email you with confirmatory info regarding their tank revision to resolve your request about the pipe: As I understand it from him: Change tank to a Shea TK -2000 series H-20 loading, 2.5% main incoming pipe slope at 10 ft length (all +/- data), invert into tank is 144.75, FG is about 147.5. That should work. -Karl 8/19/2005 Little Prof. Page 1 of 2 O Sawyer, Susan From: Karl R Dubay [krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 5:05 PM To: Sawyer, Susan; 'Scm Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. I guess the bottom line is that the LGiant meets the spec comparison based on their spec sheet, notwithstanding its popularity and/or relative quality, so theoretically the LGiant would be approvable. Your experience in inspecting these is valuable, thus your suggestions below have merit, and Mr. Richards could work out the final decision with you and his contractor. The owner's concern should be its longevity and the relative price he's paying for it verses the one specified. Usually, if the vendor/supplier is pushing a substitution, the manufacturer's rep's job is to educate the owner/reviewer/engineer to make good technical/consumer decisions. Another item as you know invariably affecting performance/maintenance is the other hardware/controls used, and how it's installed. Thanks for your help, Karl From: Sawyer, Susan [maiito:ssawyer@townofnorthandover.com] Sent: Wednesday, August 17, 2005 4:32 PM To: Karl R Dubay; Scm_Sbi (E-mail); Jim Richards Subject: RE: Little Prof. OK, The plan is in Mr. Watson's pick up box. The issue of the pump still needs to be addressed. I do not know of anyone who can vouch for the Little Giant. A popular one that I believe is good is the Hydromatic. I will accept one which is sized approproiately from that vendor, unless you have another suggestion. Susan -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 4:52 PM To: Sawyer, Susan; 'Scm_Sbi (E-mail); 'Jim Richards' Subject: RE: Little Prof. I agree as long as the slopes are positively maintained 8/19/2005 Little Prof. Page 2 of 2 From: Sawyer, Susan[mailto:ssawyer@townofnorthandover.com] Sent: Wednesday, August 17, 2005 3:44 PM To: Karl R Dubay; Scm_Sbi (E-mail); Jim Richards Subject: RE: Little Prof. Karl That sounds fine, but I just thought about the other 2 tanks. Can I adjust all the inverts 1 foot? -----Original Message ----- From: Karl R Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 10:16 AM To: Sawyer, Susan; 'Scm_Sbi (E-mail)'; 'Jim Richards' Subject: RE: Little Prof. Susan - Steve asked me to email you with confirmatory info regarding their tank revision to resolve your request about the pipe: As I understand it from him: Change tank to a Shea TK -2000 series H-20 loading, 2.5% main incoming pipe slope at 10 ft length (all +/- data), invert into tank is 144.75, FG is about 147.5. That should work. -Karl 8/19/2005 C 0 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.221: continued (2) Septic tanks, grease traps, dosing chambers and distribution boxes shall be constructed or set level and true to grade on a level stable base which has been mechanically compacted. If the component is placed in fill, proper compaction is required to ensure stability and to prevent settling; native ground with a six inch stone base is otherwise adequate. (3) Septic tanks, grease traps and dosing chambers shall be equipped with a watertight access manhole(s) with a minimum diameter of 20 inches and constructed of durable material. (4) All system components shall be constructed of corrosion resistant materials. (5) All piping shall be a minimum of Schedule 20 PVC in areas not subject to automobile or heavy equipment traffic. In areas where such traffic exists or is anticipated, Schedule 40 PVC shall be used. (6) All pressurized pipes shall be designed and installed to meet the following requirements: (a) to prevent freezing by being installed below the frost line, by being adequately insulated if installed above the frost line, or be self -draining; (b) to specify the appropriate class or schedule of pipe to withstand maximum pressure and/or anticipated vehicular loads; and (c) to specify appropriate thrust blocking at all angles, bends, branches, plugs and wherever else necessary to prevent disruption of proper functioning of the line. (7) The top of all system components, including the septic tank, distribution box or dosing chamber and soil absorption system, shall be installed no more than 36" below finish grade. Where site restrictions prevent compliance with this provision, a variance maybe sought. (S) Where any portion of any component is to be placed at or below the ground -water table, all system tankage, including the septic tank, distribution box, dosing chamber or grease trap, shall be designed with counter weights, anchors or ballast and a buoyancy calculation for the entire volume of each component, when empty, shall be performed and submitted with the system plans and specifications. (9) Recirculating sand filters or equivalent technology shall be used in accordance with the provisions of 310 CMR 15.202 and Department guidance. 15.222: Buildinp- Sewers (1) The building sewer shall be sufficient to serve the connected fixtures. In no case shall the building sewer be less than four inches in diameter. (2) The minimum distance between a building sewer, and a private water supply well or suction line shall be ten feet. (3) The building sewer shall be constructed of corrosion resistant material and equipped with water tight joints; cast-iron, schedule 40 PVC pipe or the equivalent. (4) All pipe joints of the building sewer shall be made water -tight and protected against damage by roots. Poured -type joints shall be properly wiped on the inside to eliminate obstruction of flow. (5) The building sewer shall be laid on a compacted firm base. (6) The building sewer shall be designed to provide a minimum velocity of sewage flow of two feet per second when flowing full. This requirement is met when a four -inch building sewer is laid at a slope of not less than 0.01 (1/e inch per foot). A slope of 0.02 ('/4 inch per foot) is preferable. (7) The building sewer shall be laid on a continuous grade and as nearly as possible in a straight line in accordance with accepted engineering practice. 12/27/96 310 CMR - 517 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.222: continued (8) Manholes, with metal frames and covers at grade, shall be provided at the junction of two or more sewers, at all sharp changes in direction or a change in grade of the sewers, and at intervals no greater than 100 feet. Where building sewers join lateral sewers or at changes in direction less than 90° and a long radius bend is provided, a cleanout accessible at ground surface may substitute for a manhole. All gravity sewer manholes shall have an open channel depth equal to or greater than the diameter of the inlet sewer and the change of direction in each manhole shall not exceed 90°. (Change of direction is the interior angle between the new direction of flow and the projected extension of the original direction of flow.) (9) The building sewer shall be vented through the vent stack or main vent of the building served by it. No trap shall be installed in the building sewer or building drain. (10) All building sewers shall be constructed in accordance with the State Plumbing Code, 248 CMR 2.00. 15.223: Septic Tanks (1) Septic tanks shall have the following capacities: (a) For a single family dwelling unit, a minimum effective liquid capacity of 200% of the design flow or a minimum hydraulic detention flow of 48 hours, whichever is greater, shall be required. In no case shall the effective liquid capacity of the tank as measured below the outlet invert elevation be less than 1,500 gallons. (b) When designed to serve facilities other than a single family dwelling unit, and whenever the calculated design capacity is greater than 1,000 gallons per day, a two compartment tank or two tanks in series which meet(s) the design criteria specified in 310 CMR 15.203 is required. The minimum effective liquid capacity of each tank in series shall be 200% of the design flow. In no case shall the effective liquid capacity of each tank be less than 1,500 gallons. (c) When a domestic garbage grinder is proposed or installed, the minimum liquid capacity of the septic tank shall be 200% of the design flow with a minimum tank size of 1,500 gallons and a two compartment tank or two tanks in series shall be required which meet the design criteria specified in 310 CMR 15.223. Domestic garbage grinders shall be prohibited in systems which include an elevated septic tank constructed in accordance with 310 CMR 15.213 (construction in V -zones). (2) The liquid depth of the tank, measured from the outlet tee invert to the tank bottom, shall be a minimum of four feet. A tank with a minimum depth of three feet below the outlet tee invert may be permitted only for upgrade of existing nonconforming or failed systems, pursuant to 310 CMR 15.404 (local upgrade approvals), where installation of a tank with a four foot liquid depth is not feasible and shall be pumped on an annual basis with the results submitted to the local approving authority. (3) Tanks which are rectangular in cross-section shall have a minimum inside length to width ratio of no less than 1.5 to 1. Round tanks may be allowed. The inside length of all tanks, measured from the inlet tee to the outlet tee, shall be a minimum of six feet. The inside width of the tank shall be a minimum of three feet. Larger length to width ratios are preferred. (4) Vertical cylindrical tanks shall have a minimum diameter of five feet. (5) Horizontal cylindrical tanks shall have a minimum length of six feet and a minimum width at the liquid surface of three feet. 15.224: Multiple Compartment Tanks Tanks with multiple compartments shall be required as specified in 310 CMR 15.223(1). When multiple compartment tanks are used the following shall be required: (1) The number of compartments shall not exceed two; 12/27/96 310 CMR - 518 TOWN OF NORTH ANDOVER -% NOR7p Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET x-- NORTH ANDOVER, MASSACHUSETTS 01845HWU Susan Y. Sawyer 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX August 16, 2005 James Richards Little Professionals Inc. 7 Laconia Circle North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan'for 2324 Turnpike Street, Map 108A, Parcel 8, North Andover, Massachusetts Dear Mr. Richards, Due to finding ledge within the bounds of the system, a new plan was submitted to the Health Department for review. The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by MHF Consultant, Last Rev. August 8, 2005. The design has been approved for use in the construction of a new onsite septic system for a childcare center that does not have a full kitchen facilities within its premises, however it will need a food permit to provide limited foods as approved by the health office. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. The design utilizes "Bio Diffuser" technology. Please be advised that the septic installer must show proof of certification prior to the issuance of the Disposal Works Construction permit. This approval is subject to the following conditions: 1. If any other site conditions are found -in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation 0 Commission, Zoning Board, Planning Board, Building InspQ or, Plumbing Inspector and/or Electrical Inspector. Please note that the Electrical Inspector is now requiring exterior emergency shut offs within eyesight of all pump tanks. Contact the inspector for details. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. 3. The plan previously indicated that a drilled well is proposed. A revision showing the proposed water line has been added. There will be no well drilled on the property for any use. The existing well, must be abandoned in accordance with the Town of North Andover regulations. Your effort to provide a properly functioning septic system is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincere ; Susan Y. Sawyer, REHS/RS Public Health Director cc: 1 ffV Design Consultants file Little Prof. Page 1 of 2 O Sawyer, Susan To: 'Karl R Dubay; Scm_Sbi (E-mail); 'Jim Richards' Cc: Grant, Michele Subject: RE: Little Prof. The plan dropped off by Mr. Matses dated August 8th has been approved. The letter is going out. I have been in contact with persons regarding the following issues before the disposal works construction permit is issued. 1) The installer says he cannot purchase the Meyer's pump locally and is proposing a "Little Giant " with similar specs. I was told that the engineers want the health office to decide this one, so I am doing research. 2) The installer says that the building sewer invert placed by the plumber is 1 foot higher that specified on the plans. This information has been relayed to Karl. The tank must stay at the same elevation. Assuming that the elevation of the invert cannot be changed, we have to deal with this mistake by the contractor. (you all should deal with how this happened) Karl is reviewing the options. A building sewer with a steep pitch draws concern, as the solids and liquids will separate and may cause future problems. If a 45 or 2 -22 elbows are placed there would likely need to be an external clean out. Again it would be preferable to build it to plan. Waiting to hear from the engineer. 3) 1 am looking for the 30 scale as -built of the building. Does anyone know for sure it is here? I will check with Mike in building dept. on this 4) The issue of the installers certification to install biodiffusers has been solved. DEP was contacted and through multiple communications, the company will now be available to give instruction to the installer on site when needed. 5) Aside from the septic we have the issue of the food for the kids. A letter was sent to Mr. Richards requesting an application be made. I have not seen this application returned. The type of foods formerly applied for has bearing on whether a handsink needs to be designated or a three -bay needs to be added to the plan. It is important this is addressed. An occupancy will not be approved unless this has been addressed. The process is as follows; Application, fees, review, changes as needed, then approval, inspection and issuance of food permit. If there are any questions or comments on any or all of these issues, please contact me. We are trying to get the plan to the installer ASAP. Your cooperation is needed to get this done. Susan Sawyer -----Original Message ----- From: Sawyer, Susan Sent: Wednesday, August 10, 2005 2:04 PM To: 'Karl R Dubay' Cc: 'Jim Richards' Subject: RE: Little Prof. If you are referring to the conventional plan, you don't have to show it on the septic plan. You can submit a separate sheet. I just need it to prove that a conventional system could be sited if needed. This is always required with new construction utilizing alternatives such as the bio diffuser. Look forward to receiving it. Susan -----Original Message ----- From: Karl R Dubay (mailto:krd@mhfdesign.com] Sent: Tuesday, August 09, 2005 3:33 PM To: 'Jim Richards'; Sawyer, Susan Cc: 'Shark Heimlich'; scm_sbi@comcast.net 8/16/2005 Little Prof.C) 0 - Page 1 of 1 Sawyer, Susan From: Karl R Dubay [krd@mhfdesign.com] Sent: Wednesday, August 17, 2005 10:16 AM To: Sawyer, Susan; 'Scm—Sbi (E-malo ; 'Jim Richards' Subject: RE: Little Prof. Susan - Steve asked me to email you with confirmatory info regarding their tank revision to resolve your request about the pipe: As I understand it from him: Change tank to a Shea TK -2000 series H-20 loading, 2.5% main incoming pipe slope at 10 ft length (all +/- data), invert into tank is 144.75, FG is about 147.5. That should work. -Karl 8/17/2005 Grant, Michele From: Sawyer, Susan Sent: Monday, July 25, 2005 1:02 PM To: Jim Richards (E-mail) Cc: Grant, Michele Subject: Little Prof. Contacts: Jim Richards (E-mail) Mr Richards, This is in response to your request dated July 19, 2005. For clarification, I sent your request to the Department of Public Health Food Division. Last Friday I received a phone call from DPH regarding the issue. The outcome of the phone call is basically as follows. 1) You must submit the completed 2 page application that we provided to you, to the Health Dept. for a "daycare that serves food". Attach to the application a description of all food related activities that you intend to provide. Similar to your letter. Or you could attach the letter as written. This list should again support that you will not be conducting ware washing 2) The Health Department will review the application and the services you intend to provide. If it is determined that you are only doing minimal ware washing, than the 3 -bay sink requirement may be waived. However, there must be a hand sink available in the break room. I believe you had provisions for one sink already. If you choose, you may change the existing proposed sink to a designated "hand sink only" or add another. 3) Please submit specification of any equipment you will be purchasing that will be used to keep foods for the children, hot or cold. It must be NSF or UL approved. 4) Please submit a detailed agreement for service with any food vendor providing food to the clients such as the Real McCoy. The agreement must support the claim that no ware washing will be necessary in your establishment. Also, no plating of bulk potentially hazardous foods should be noted. 5) Along with the application, please submit a fee of $110 which is standard for daycare facilities in N. Andover. This is an annual fee. The permit is good until Dec. 30th of each year. If you plan on opening after Nov. 1st we will issue the permit through the next calendar year. Otherwise, you will need to renew in Dec. and pay an additional $110. 6) As for the requirement to be certified in food handling. You may be exempt as stated in the food code. This will also be looked at once we receive your application. Our next communication should be when you are ready to submit you application. If you are choosing to do more food prep etc. you will have to comply with the entire food code. In addition, any approval letter will note that upon 2x year inspections if conditions change you may need to upgrade the kitchen to meet code. Thank you Susan Advanced Drainage Systems Modified Certification for General Use Page 5 of 8 Table 4. Effective Leaching Area for Bed or Field Configuration Model Effective Leaching' Area SF/LF 11" Standard Biodiffuser 4.7 14" High Capacity Biodiffuser 4.7 16" High Capacity Biodiffuser 4.7 Bio 2 Biodiffuser 2.1 Bio 3 Biodiffuser 3.1 1. Effective Leaching area is equal to 1.67 times bottom width only. 10. The System, when installed in a bed or field configuration without aggregate on remedial sites, shall utilize the effective leaching areas presented in Table 4 above or additional reductions in soil absorption system area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 11. The System, when installed as specified in 310 CMR 15.253: Pits, Galleries, or Chambers, shall have an aggregate base and/or be surrounded by aggregate and shall be sized as specified in 310 CMR 15.253 (1) (a) and (b). Effective depth can be increased to two feet with the corresponding addition of up to 20 inches of base aggregate for the Field Drain Contactors and up to 12 inches for the Contactor 125. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the owner of the System to cease use of the System and/or Advanced Drainage Systems Modified Certification for General Use Page 6 of 8 to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 4. The Department has not determined that the performance of the System will provide a level of protection to the environment that is at least equivalent to that of a sewer. Accordingly, no new System shall be constructed, and no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless allowed pursuant to 310 CMR 15.004. 5. Design, installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non -sanitary sewage generated or used at the facility served by the System shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of. 2. For new construction, the owner initially shall size a soil absorption system in accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 soil adsorption system using aggregate, including a reserve area, can be installed on the site. The owner may than size the soil absorption system for the System. The total area required for the aggregate system, which may include the area designated for the System, and a reserve area shall be preserved and the owner shall ensure that no permanent structures or other structures are constructed on that area and that the area is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 soil absorption system. 3. The owner of the System shall at all times properly operate and maintain the on- site sewage disposal system. 4. The owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. 5. No owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. V. Conditions Applicable to the Company By January 31 st of each year, the Company shall submit to the Department a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state known failures, malfunctions, and corrective actions taken for the System as well as the date and address of each event. 2. The Company shall notify the Department's Director of Watershed Permitting at least 30 days in advance of any proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and Advanced Drainage Systems Modified Certification for General Use Page 7 of 8 address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 4. Prior to any sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System, prior to any.sale of the System, with a copy of this Certification. The Company shall prepare and provide the Department an installation manual specifically detailing procedures for installation of its System. The Company shall institute and maintain a training program in the proper installation of its System in accordance with the manual and provide a training course at least annually for prospective installers. The Company shall certify that installers have passed the Company's training qualifications, maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department.. 6. The Company shall not sell the System to installers unless they are trained to install these Systems by the Company. VI. Conditions Applicable to Installers of the System Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System. VII. Reporting All submittals of notices and documents to the Department required by this Certification shall be submitted to: Director Watershed Permitting Program Department of Environmental Protection One Winter Street - 6th floor Boston, Massachusetts 02108 a_ Advanced Drainage Systems Modified Certification for General Use Page 8 of 8 VIII. Rights of the Department The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for obtaining the Certification by misrepresentation or .failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification, the System, the owner, or operator of the System and the Company. ADS-BiodiffuserMod. Cert. for Gen. Use-8.03revI2-3 0 0 Advanced Drainage Systems Modified Certification for General Use Page 2 of 8 I. Purpose 1. The purpose of this Certification is to allow use of the System in Massachusetts, on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority, or by DEP if DEP approval is required by 310 CMR 15.000. II. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1. Chamber Dimensions Model Dimensions W x L x H Inches Invert Height Inches 11" Standard Biodiffuser 34 x 76 x 11 6.5 14" High Capacity Biodiffuser 34 x 76 x 14 9 16" High Capacity Biodiffuser 34 x 75 x 16 11.3 Bio 2 Biodiffuser 15 x 87 x 12 6.87 Bio 3 Biodiffuser 22 x 87 x 12 6.87 2. The System is an open -bottom leaching unit molded from high density, high molecular weight polyethylene (HDPE) Type III, Class A or B, Category f or 3 or Polypropylene Group 03, Class 3, Grade 0. It can be installed without aggregate or distribution pipe as an absorption trench in accordance with the requirements in 310 CMR 15.251. 3. The use of aggregate as specified in 310 CMR 15.247 is not necessary with the System when installed as a trench, bed or field. When designed with aggregate in accordance with 310 CMR 15.253 the System shall be designed in accordance with Section II item 11. 4. The minimum separation between any two trenches shall be as specified in 310 CMR 15.251. 0 Advanced Drainage Systems Modified Certification for General Use Page 3 of 8 5. The requirement that the Chamber installed in trench configuration as specified in 310 CMR 15.253(6) be provided with inlets at intervals not to exceed 20 feet is not applicable to the System 6. For new construction, the applicant can size the System in a trench configuration without aggregate, using the effective leaching areas presented in Table 2. No System shall be designed and constructed with a soil absorption system area of less than 400 square feet. Table 2. Effective Leaching Area for New Construction And Remedial Sites Model Effective Leaching' Area SF/LF 11" Standard Biodiffuser 6.5 14" High Capacity Biodiffaser 7.2 16" High Capacity Biodiffuser 7.9 Bio 2 Biodiffuser 4.0 Bio 3 Biodiff iser 5.0 1. Effective leaching area is equal to 1.67 (bottom width +(2x invert height)) 7. Systems shall be sized in accordance with the Table 3 for new construction in DEP designated nitrogen limited areas as defined in 310 CMR 15.214 and 15.215. The effective leaching area, as shown in Table 3, shall be used for any System installed in a Department designated Nitrogen Sensitive Area or for any System that is installed for new construction where a private drinking water supply well is proposed to serve the facility, as defined in 310 CMR 15.214 (2) and for which a variance to the minimum setback distance of 100 feet has been granted. 0 Advanced Drainage Systems Modified Certification for General Use Page 4 of 8 Table 3. Effective Leaching Area for Nitrogen Sensitive Areas 1. Effective leaching area is equal to 1.0 (bottom width +(2x invert height)). 8. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Table 2. above or additional reductions in soil absorption leaching area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. The effective leaching areas presented in Table 3. above shall be used for remedial sites located in Department designated Zone H or IWPA when the facility is to be brought into full compliance in accordance with 310 CMR 15.404. 9. In accordance with 310 CMR 15.240 (6) absorption trenches should be used whenever possible. When the System is installed for new construction without aggregate in . a bed or field configuration, as defined in 310 CMR 15.252, the System shall be designed using the effective leaching area for the bottom width presented in Table 4. Chambers shall be spaced a minimum of six inches apart (edge -to -edge) when used in a bed configuration. No system shall be designed and constructed with a leaching area of less than 400 square feet. The effective leaching area shall only be equal to the bottom width for any System installed in a Department designated Nitrogen Sensitive Area or for any System that is installed for new construction where a private drinking water supply well is proposed to serve the facility, as defined in 310 CMR 15.214 (2) and for which a variance to the minimum setback distance of 100 feet has been granted. Effective Leaching' Model Area SF/LF 11" Standard Biodiffuser 3.9 14" High Capacity Biodiffaser 4.3 16" High Capacity Biodiffuser 4.7 Bio 2 Biodiffuser 2.4 Bio 3 Biodiffuser 3.0 1. Effective leaching area is equal to 1.0 (bottom width +(2x invert height)). 8. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Table 2. above or additional reductions in soil absorption leaching area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. The effective leaching areas presented in Table 3. above shall be used for remedial sites located in Department designated Zone H or IWPA when the facility is to be brought into full compliance in accordance with 310 CMR 15.404. 9. In accordance with 310 CMR 15.240 (6) absorption trenches should be used whenever possible. When the System is installed for new construction without aggregate in . a bed or field configuration, as defined in 310 CMR 15.252, the System shall be designed using the effective leaching area for the bottom width presented in Table 4. Chambers shall be spaced a minimum of six inches apart (edge -to -edge) when used in a bed configuration. No system shall be designed and constructed with a leaching area of less than 400 square feet. The effective leaching area shall only be equal to the bottom width for any System installed in a Department designated Nitrogen Sensitive Area or for any System that is installed for new construction where a private drinking water supply well is proposed to serve the facility, as defined in 310 CMR 15.214 (2) and for which a variance to the minimum setback distance of 100 feet has been granted. TOWN OF NORTH ANDOVEROt "ORT" 1 Office of COMMUNITY DEVELOPMENT AND SERVICES o to- �O. HEALTH DEPARTMENT b 27 CHARLES STREET ` " •: NORTH ANDOVER, MASSACHUSETTS 01845 "CHU Susan Y. Sawyer 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX July 25, 2005 James Richards Little Professionals Inc. 7 Laconia Circle North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan for 2324 Turnpike Street, Map 108A, Parcel 8, North Andover, Massachusetts Dear Mr. Richards, Due to finding ledge within the bounds of the system, a new plan was submitted to the Health Department for review. The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by MHF Consultants dated July 11, 2003, Last Rev. July 14, 2005. The design has been approved for use in the construction of a new onsite septic system for a childcare center that does not have any kitchen facilities within its premises. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. The design utilizes 'Bio Diffuser" technology. Please be advised that the septic installer must show proof of certification prior to the issuance of the Disposal Works Construction permit. This approval is subject to the following conditions: 1. If any other site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. 3. The plan previously indicated that a drilled well is proposed. A revision showing the proposed water line has been added. There will be no well drilled on the property for any use. The existing well, must be abandoned in accordance with the Town of North Andover regulations. Your effort to provide a properly functioning septic system is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerel S " Y. Sawyer, REHS/RS Public Health Director cc: N1HF Design Consultants file 2324 Tumpike Sawyer, Susan From: Sawyer, Susan Sent: Thursday, June 30, 200511:10 AM To: 'krd@mhfdesign.com' Subject: RE: 2324 Turnpike Page I of I Testing went well ...or at least somewhat well, this morning. There is is soil up near the road, however, the ledge appears in that area also as you move towards the building. Joe will be communicating with you. My question is are you still the engineer on the plan. If you are, and these modification can be summed up by you in a cover letter, and the plan is genearaly the same otherwise, than we may consider it a revision. If Joe does the plan over, I would say it will be considered new, bucause I will have to statr the review from the beginning.. Thank you Susan -----Original Message ----- From: Karl R. Dubay [mailto:krd@mhfdesign.com] Sent: Wednesday, June 29, 2005 5:30 PM To: Sawyer, Susan; joeserwatka@comcast.net Cc: Jim Richards (E-mail); Scm_Sbi (E-mail) Subject: RE: 2324 Turnpike Importance: High I was out all day and just returned to the office. I just talked with Jim Richards with Little Professionals and he will bring a check to the site for $360 for testing first thing in the AM, with Joe and the GC. I am told that the front area will be cleared out to allow for testing towards the front. Joe will redline the plan and we can get it revised ASAP. Would this be a totally new application, or a revised one with additional fee? Either way, Joe will work that out with you directly. Thanks, Karl -----Original Message ----- From: Sawyer, Susan[mailto:ssawyer@townofnorthandover.com] Sent: Wednesday, June 29, 2005 4:38 PM To: joeserwatka@comcast.net Cc: Kari R. Dubay Subject: 2324 Turnpike Well, I am glad we did the test before issuing the permit. Lots of ledge. Hopefully we will have better luck tomorrow. No one came down to fill out the application or pay the permit. I will be here by 7:45 AM on Thursday. I will still come if they don't come down, however 1 will not review the plan without full payment. Thanks 6/30/2005 0 - Sue, Please Please keep in mind that on 2324 Turnpike Street the well must be moved (new one drilled) at least 50' from the septic tank and a deed restriction for a maximum of 3 bedrooms, ie. 7 rooms, must be submitted to us and proof that it has been filed with the registry of deeds before any signoff or Certificate of Compliance is issued. The deed restriction must be clear that no enlargement of the dwelling may occur unless and until the house is tied into municipal sewer. Page 1 of 1 C Sawyer, Susan From: Karl R. Dubay [krd@mhfdesign.com] Sent: Tuesday, April 19, 20051:24 PM To: 'Jim Richards; Christopher M. Francher (E-mail) 0 Cc: 'Steve Matses'; ssawyer@townofnorthandover.com; 'Andy Szava-Kovats' (E-maiD Subject: RE: 1321 Little Professionals oops-- correct MHF job # is 1321 K -----Original Message ----- From: Karl R. Dubay [mailto:krd@mhfdesign.com] Sent: Tuesday, April 19, 2005 1:22 PM To: 'Jim Richards' Cc: 'Steve Matses';'ssawyer@townofnorthandover.com'; 'Andy Szava-Kovats' (E-mail) Subject: 1398 Little Professionals OK. Chris Francher, can you stake out the leach field corners with finish grade markings and a nearby TBM? Andy, is there anything else Chris and/or Jim should do at this time? We haven't been on site since the multiple dirt -pile moves-- did you want to look at it and/or coordinate/call Susan per her approval conditions? Thanks, Karl -----Original Message ----- From: Jim Richards [mailto:jim@littleprofessionals.com] Sent: Tuesday, April 19, 2005 12:38 PM To: Karl R. Dubay, P.E. Cc: Steve Matses; ssawyer@townofnorthandover.com Subject: Board of Health Karl - In reference to your voice mail this moming, I just spoke with Susan Sawyer in the N. Andover BOH. As a result of the many "dirt pile shifts" over the past couple of years, she would like to have the septic area staked out. I am sure you reviewed this and any other items with Susan this morning. Please consider this my authorization to move forward with that work. Thanks- Jim hanks- Jim James K. Richards, CPA Office: 978.686.5215 Cellular: 781.844.9064 jim _littleprofessionals.com www.liftleprofessionals.com 4/20/2005 Page 2 of 3 `J �J Cc: McGuire, Mike Subject: FW: WALNUT RIDGE BOND Sue, Can you email me a brief paragraph on the history of Little Professionals in response to Geri -Lynn [below]? Of, email her directly and copy me?? Obviously this can wait until after Easter... Heidi -----Original Message ----- From: Gerry -Lynn Darcy[mailto:gdarcy@northpointllc.com] Sent: Friday, March 25, 2005 3:29 PM To: hgriffin@townofnorthandover.com Subject: RE: WALNUT RIDGE BOND The septic was approved "after" issuance of the permit which isn't usually allowed. Additionally, how where they able to show adequate water supply without a well approval? I believe that this is also a requirement for a permit. Maybe I am wrong..?? 9"a'!t-4 ,. 0a" 9 & CJ)aJT (978) 490-0905 -----Original Message ----- From: heidi griffin [mai[too:hgriffin@townofnorthandover.com] Sent: Friday, March 25, 2005 3:07 PM To: Gerry -Lynn Darcy Subject: RE: WALNUT RIDGE BOND Hi Geri -Lynn, I will forward you whatever you need releasing the surety bond on Walnut Ridge... As for Little ProfessionaIs..Mike and I checked the file after you left that day [curiosity killed the cat, right?]. After researching the files, it was noted that the health and dpw departments signed off on the building permits. The Health Department had an approved septic plan on file ... so I'm not sure where you're coming from on that... I will relook through the file though.. Have a nice Easter! Heidi -----Original Message ----- From: Gerry -Lynn Darcy[mailto:gdarcy@northpointllc.com] 3/28/2005 Page 3 of 3 Sent: Friday, March 25, 2005 1:06 PM To: hgriffin@tDwnofnorthandover.com Subject: WALNUT RIDGE BOND Heidi: In 1999 a surety bond was placed for. Walnut Ridge. We are still being charged monthly fees to renew this despite our receipt of a certificate of compliance. Could you fax me a consent of release referencing bond #L04818 initiated on April 5, 1999 so that I may close this file? Thanks! Also, I found out that Little Professionals was issued a water and sewer connection sign off from DPW without proof of approved septic design and/or well design. They actually issued the connection permit on the premise that "water service" would be provided by others (others being us). Furthermore, a building permit was issued prior to the septic design being approved and also contingent on "water" being provided by others. I have reason to believe that Little Professionals was unduly authorized permission to build. Suppose we decided to abandon or delay the build out of our project and the infrastructure along Rt 114. and Little Professionals was without water. The Town would be faced with a problem .... a large facility, completed but unable to be occupied. I cannot imagine that the Town would issue a permit to anyone dependant on another property owners ability to provide adequate water and sewer. Let me know your thoughts. GL (978) 490-0905 3/28/2005 N x FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****APPLICANT FILLS OUT THIS SECTION*********** APPLICANT G11 -7Z A,Aa4eZ /o,.,ah- i y► c PHONE LOCATION: Assessors Map Number PARCEL SUBDIVISION LOT (S) STREET u/t s� /J/te n p �4�i r= fT, ST. NUMBER2,' TION COMMENTS Y— TOWN PLANNER COMMENTS OFFICIAL USE ONLY ** DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED DATE REJECTED COMMENTS V PUBLIC WORKS - SEWER/WATER CONNECTIONS A GZ) � l o . 1..+ `.DRIVEWAY PERMIT :.��J, 'a -/ a (,IRE DEPARTMENT 2 i cp, t e T., 6-1 / 4<Y AU,, RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm Page 1 of 3 Sawyer, Susan From: Susan Sawyer [ssawyer@townofnorthandover.com] on behalf of Sawyer, Susan Sent: Monday, March 28, 2005 9:01 AM To: Griffin, Heidi Cc: 'gdarcy@northpointlic.com' Subject: RE: WALNUT RIDGE BOND Heidi, Geri -Lynn Darci also called me about Little Professionals, 2324 Turnpike Street. I can give you a synopsis of the health portion of this, however, for the building department's part I will tell you only my recollections of my conversations. Apparently this project has been in the works for some time. The file shows a TRC back in April of 2003. At that time Sandy Starr indicated that the applicant would be proposing an on-site septic system and a well and suggested they contact the health office. Soil tests were conducted 7/03. Then the applicant had to go through other departments for many approvals. Last fall, I do not recall the date, I was asked to sign the form "U" and found that the proposed septic design, that was located in the complete plan package to the other boards/departments, had actually never been submitted to the Health Dept. for review. 1 contacted the applicant and engineer and told them that I would not sign the form "U" until the septic plan was approved. 11/24/ They submitted a plan. 12/06/- review was completed 12/09/0 = After changes were requested, a revision was submitted . 12/17/ - A letter from me was sent regarding the proposed well. I was concerned about the daycare center �{[J' being c assified as a "transient water supply" because they served > 25 persons per day. Also, there are issues V j about having septic and well on such a small lot. It was clear that prior to the form "U" sign off by the health Ii dept. they must show DEP approval for the use of a well. 1 1/03/0 A revised plan was submitted with the removal of the well and the addition of the water line. The Health/department approved the septic plan. As in all cases, a permit to install the septic system will not be issued until the water line has been installed, a foundation As -built has been submitted and other items indicated in the approval have been completed. The health department regularly does not consider the issue of when the water will be available at this time. The form "U" was signed on 1/18/05 As for building issues. I was aware that Bob Nicetta had issued a foundation permit prior to the water being brought down to the site. The health dept. was not requested to sign off on any foundation permit, as in general we are not. He also issued it prior to the septic approval. He indicated that the zoning variances on the property were about to expire on 10/28/05 and rather than the applicant re -file everything, he said there was a section in the bldg code that allowed the applicant to proceed at their own risk. He said the applicant was requesting and willing to accept the risk. The building file shows a signed document accepting that risk quoting the bldg code 780 CMR 111.13. I do not know what date the foundation and building permits were issued. That is about all I recall at the moment. I hope it helps. Let me know if you have any other questions. Susan -----Original Message ----- From: Griffin, Heidi Sent: Friday, March 25, 2005 3:47 PM To: Sawyer, Susan 3/28/2005 Dellechiaie, Pamela From: Ippolito, Mary Sent: Wednesday, January 19, 2005 8:40 AM To: Dellechiaie, Pamela Cc: Ippolito, Mary Subject: FW: Little Professionals Pam, Since I can't find the complete decision in the Planning files I was hoping that you might have a copy, apparently they are on a well and Health would have needed to be copied. Mary Mary Ippolito Planning Department Assistant Town of North Andover Community Development & Services 27 Charles Street North Andover, MA 01845 Tel: 978-688-9535 Fax: 978-688-9542 mippolito cr.townofnorthandover.com www.townofnorthandover.com -----Original Message ----- From: Griffin, Heidi Sent: Tuesday, January 18, 2005 2:20 PM To: Ippolito, Mary Cc: Curran, Bernadette Subject: Little Professionals Hi Mary, Yes you can start hating me I am pummeling you with emails and you can justifiably start putting pins in a voodoo doll that looks like me. When you get a chance, could you please pull the 2324 Little Professionals PB decision for me and leave in my inbox? They're looking for a building permit signoff? thanks, Heidi �1-- C TOWN OF NORTH ANDOVER °f �10RTp � Office of COMMUNITY DEVELOPMENT AND SERVICES HEALI AI DEPARTMENT 27 CHARLE' `STREET r o r• NORTH ANDOVER. MASSACHUSETTS 01845 'SSwcMusEt Susan Y. Sawyer 978.688.9540 Phone Public Health Director 978.688.9542 — FAX January 3, 2005 ( )5� ) James Richards Little Professionals Inc. 7 Laconia Circle North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan for 2324 Turnpike Street, Map 108A, Parcel 8, North Andover, Massachusetts Dear Mr. Richards, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by MHF Consultants dated July 11, 2003 (Last Rev. December 6, 2004). The design has been approved for use in the construction of a new onsite septic, system for a childcare center that does not have any kitchen facilities within its premises. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. This approval is subject to the following conditions: 1. In regards to the soil tests. MA DEP regulations require 2 deep holes to be located within the primary and within the reserve areas of a new septic system. Your plans have only 1 deep hole within the primary, which is located on the very edge of the southern part of the system. Rather than requiring a deep hole test at this time, this approval will require that an additional test hole be conducted on the northern portion of the system, at the commencement of the septic installation. The hole must be viewed and logged in by a certified soil evaluator and a town observer. If the soil evaluation indicates a need for change in the plan, the installation permit will be voided until the plan has been redesigned. 2. If any other site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System w. ra C Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)). 3. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. 4. The plan previously indicated that a drilled well is proposed. A revision showing the proposed water line has been added. There will be no well drilled on the property for any use. Your effort to provide a properly functioning septic system is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerely, Susan Y. Sawyer, REHS Public Health Director cc: MHF Design Consultants file w 3' TOWN OF NORTH ANDOVER gORTq Office of COMMUNITY DEVELOPMENT AND SERVICES a'°►`����.ti 1�Oo HEALTH DEPARTMENT p 27 CHARLES STREET `� NORTH ANDOVER, MASSACHUSETTS 01845 �'Ss CN„5 Susan Y. Sawyer, RE.HS/RS 978.688.9540 —Phone Public Health Director 978.688.9542 — FAX healthdeptA)townofnorthandover com www. townofnorthandover, corn NOW Consultants Frank Monteiro 103 Stiles Road, Suite One Salem, NH 03079 December 17, 2004 Re: Little Professionals Inc., 2324 Turnpike St Dear Mr. Monteiro, This correspondence is in regards to the revised septic plan that was submitted to the Health Department on December 9, 2004 and a follow-up to a conversation held with Mr. Karl Dubay of MHF (603 893-0720). Thank you for addressing the outstanding issues with the plan details. Unfortunately, there is one very important site concern that needs to be addressed prior to the Health Department signing a building permit application. That is the issue of potable water. The septic plan itself has been approved and that letter will be forthcoming. Unfortunately, a concern over the private well that was being proposed for this site arose, so today; I contacted the MA Department of Environmental Protection to determine whether this would be of any concern to the Department. I spoke with Claire Golden of DEP. I verbally referenced to her key elements of the project such as; Parcel size, projected number of occupants per day, septic component locations etc.. Ms. Golden immediately indicated that there might be problems with this planned private water supply. As proposed, the water supply will be servicing over 25 persons per day; therefore it will be a transient non -community water system. This system will be subject to restrictions regarding items such as nutrient loading and zones of protection. Ms. Golden can be contacted at the DEP (617) 654-0516. She will be able to direct you to the appropriate DEP personnel to address the concerns. It has also been brought to our attention that there is the possible availability for municipal water to this area in the near future. It was suggested by the site contractor, Mr. Noyes, that possibly the Health Department could sign the building permit with the stipulation that the building be tied into town water if the proposal for a potable well was denied for this site. The Health Department unfortunately cannot make determinations on the possibility of water being available; therefore this is not an option at this time. Z yer, RE Public Health Director Cc: James Richards, owner Robert Nicetta, Building Commissioner Claire Golden, DEP 103 Stiles Road • Suite One • Salem, New Hampshire 03079 MHF Design Consultants, Inc. TEL (603) 893-0720 • FAX (603) 893-0733 December 6, 2004 Susan Sawyer, REHS/RS — Public Health Director North Andover Health Department 400 Osgood Street North Andover, MA 01845 DEC TOW,. vER HEAD i., , . ,;;ENT Re: 2324 Turnpike St. (Little Professionals, Inc. of North Andover) Cildcare Facility Dear Ms. Sawyer: Please find attached SDS plan revised per your review comments of Dec. 6, 2004. 1. As requested, the gas baffle labels are revised not to indicate the inlet sides of tanks. 2. Although there is no "drainback volume", the volume of the force main pipe leading from the d -box to the pump chamber is 2.18 cf (16.4 gal). As shown on the pump detail, there is to be a check valve at the end of the force main inside the tank, preventing back-flow. 3. As requested, the note for the electrical service is modified to include the requirement that there is to be 2 separate services: one for the pumps and one for the alarm. 4. We attempted to design trenches; but found the grading to be prohibitive. Specifically, the grading around the trenches would have extended beyond the property lines, as well as interfering with the proposed play area. You can contact our office anytime at 603-893-0720, or email krd@mhfdesign.com. Very trul yours, G Andrew Szava-Kovats Designer cc: James Richards ENGINEERS 0 PLANNERS 0 SURVEYORS I I NS I MHF Design Consultants, Inc. November 19, 2004 0 0 103 Stiles Road • Suite One • Salem, New Hampshire 03079 TEL (603) 893-0720 • FAX (603) 893-0733 Susan Sawyer, REHS/RS — Public Health Director North Andover Health Department 400 Osgood Street North Andover, MA 01845 RECD i 4i NOV 2 3 2004 TOWN OF NIORTH ANDOVER HEALTH DEPARTMENT Re: 2324 Turnpike St. (Little Professionals, Inc. of North Andover) Cildcare Facility Dear Ms. Sawyer: Please find attached SDS plan revised per your review letter dated November 15, 2004. 1. As requested, the soil evaluator and BOH witness are indicated with Test Data. 2. There are no public water supply lines within 100' of proposed leach field. This is now noted on the plan. 3. As requested, the pipe labels have been changed to indicated SCH40. 4. As requested, additional distances from SDS components have been added. 5. As requested, a note has been added indicating the abandonment of the existing sewage disposal system. 6. No kitchen facilities are proposed. 7. See notes # 7 & 13. 8. A note indicating a gas baffle has been added to the tanks in the profile. 9. As requested, the stone size beneath the tanks has been labeled. 10. See note:4 6. 11. Buoyancy calculations are attached. 12. The D -Box label has been expanded to include the standard Title 5 specifications. 13. There is no "drainback volume." As shown on the pump detail, there is to be a check valve at the end of the force main inside the tank, preventing back-flow. 14. The alarm panel is indicated on the pump chamber detail. The exact model is to be supplied by the electrical contractor and is to conform to electrical code. 15. As requested, elevations have been added to the Test Pit Data. 16. We attempted to design trenches; but found the grading to be prohibitive. 17. A note has been added to the excavation specification (see profile). 18. A reference to the standard Title 5 sand fill specification has been added. 19. The cross-section contains the specification for perforations and ends. 20. The 5' excavation area has been added to the plan view. 21. A note has been added to the plan regarding the abandonment of the well. 22. The baffle wall is a manufacturer's option. We have replaced it with "Tees". 23. The fourth lateral has been added to the cross-section. 24. All trench sections are labeled to indicate their use. You can contact our office anytime at 603-893-0720, or email krdAmhfdesign.com. Very truly yours, Andrew Szava-Kovats Designer cc: James Richards ENGINEERS 0 PLANNERS 0 SURVEYORS Q a - .i R TOWN OF NORTH ANDOVER NORTH r' Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS ff1 45 �'Ss'%C U t� Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX November 15, 2004 Frank C. Monteiro, P.E. MHF Design Consultants 12-B Manor Prkway Salem, NH 03079 RE: 2324 Turnpike Street, North Andover, MA Dear Mr. Monteiro, The proposed septic system design plans for the above site dated July 11, 2003 and revised on October 7, 2003 has been reviewed. Unfortunately, it cannot be approved until the following items are corrected. Each item is followed by the specific section in Title 5: 310 CMR 15.000, or North Andover regulation which is not met by this design. +/ 1. Please provide the name of the approving authority representative who was present to witness the soil and percolation tests. Please also indicate the licensed Soil Evaluator present. (3 10 CMR 15.220) ,,''`2. Please indicate the presence or absence of public water supplies, drain lines in or near Turnpike Street, and wetland resource areas within regulatory setbacks (3 10 CMR 15.220 and NA 8.02) f 3. Please specify all piping to be schedule 40 or stronger (NA 10.01) 1 4. Please depict distances from tanks and soil absorption systems to buildings and property boundaries (NA 8.03) vim. Please provide notation and description regarding abandonment of the existing onsite wastewater system ((3 10 CMR 15.354) Please indicate the presence or absence of a kitchen intended to be constructed in the facility. If proposed, please provide required grease tank (310 CMR 15.230) and revised design calculations (3 10 CMR 15.203) L-7, For all piping, please specify watertight joints, piping to be laid on continuous grade in straight line, and to be placed on a compacted, firm base (3 10 CMR 15.222) Please provide a gas baffle or effluent filter on the outlet of each septic tank (3 10 CMR 15.227) , 9- Please specify the appropriate stone size beneath the tanks (3 10 CMR 15.221 & 228) L,1©: Please specify watertightness of the tanks and distribution box (3 10 CMR 15.221) LJ� Please provide buoyancy calculations for the tanks (3 10 CMR 15.221) Please indicate the appropriate standards for distribution boxes including a 6 minimum sump, all outlets to be at the same elevation, pipes to be laid level for first 2' (not the distribution laterals as indicated on the design plan), soil compaction beneath the box, Cr ),� � �/ . �� stone size specified beneath the box, an inlet tee, and clarify the risers depicted to indicate how close to grade you specify they be brought (3 10 CMR 15.232 & 22 1) �. 13. Please include drainback volume in your pump calculations (3 10 CMR 15.231) LT—Please specify an alarm panel, powering circuitry as specified in code, and a required manual operating switch (3 10 CMR 15.220 & 231 & NAI 2.01) j' T3'. P ease provide grade elevations of existing soil and percolation tests (3 10 CMR 15.220) -6� renches are to be used as the soil absorption system mechanism whenever possible. Please use trenches in this instance or explain why they cannot be utilized. (3 10 CMR 15.240(6)) ,A 7. Please indicate that removal of soil horizons A & B shall extend at least 6" into the suitable soil of the C horizon. (NA 9.02) ;i 18. Please reference specifications for the sand fill to be imported for construction of the soil absorption system. (310 CMR 15.255) 19. Please specify lateral orifice size and spacing, lateral piping to be Schedule 40 or stronger, and leach lines connected with solid pipe (3 10 CMR 15.251 & NA 10.01 & 15.01) v"20. Please depict the 5' overdig area on the plan view. X21. Please indicate the abandonment of the well currently serving the site will need to be performed by a Massachusetts licensed well driller and witnessed by the North Andover Board of Health. 22. Please clarify the tank details drawings to confirm whether you are or are not requiring a baffle wall in the septic tanks and pump chambers. 23. Please clarify the Leach Field Cross Section detail which shows three laterals and the Plan View which depicts four laterals in the leach field. 24. Please clarify if the Typical Trench Section details shown on sheet 8 of 9 are to be used throughout the piping to be placed for the onsite wastewater system. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a septic system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. WSincerelywyer, REZIRS Public Health Director cc: Owner File ' Town of North Andover HEALTH DEPARTMENT � � 7" 27 Charles Street"'T' "�""`"" North Andover, MA 01845 978.688.9540 OCT 2 2 2004 h ealth dept(a yowno/northandover.com TOWN"" -N!)'� i r; r,�.i..0VER HEALTH DLPARrMENT SEPTIC PLAN SUBMITTAL FORM DATE OF SUBMISSION: i c> Z2 Z /o-4 SITE LOCATION: PSI o l o.C-3 A— Fav—co 1 8 R 114 ENGINEER: Fr oLn k M o n+ B i r o F• C. NEW PLANS: YES ✓ $225.00/Plan Check #: f o , G 2 - (Includes 1 `r(NEw P"N) and one Re -Review Only) REVISED PLANS: YES $ 75.00/Plan Check #: SITE EVALUATION FORMS INCLUDED: OYES NO LOCAL UPGRADE FORM INCLUDED: YES NO Telephone #: Fax #: Go -3-9c)3-0-133 E-mail:c @ S' , v ern �' rn mh�c�e �u c HOMEOWNER NAME' An k"I1o,«A -PQ i 110 �L OFFICE USE ONLY I When the submission is complete (including check): 1.Date stamp plans and letter 2. ✓ 06 mplete and attach Receipt 3. opy File; Forward to Consultant 4. Enter on Log Sheet and Database J TOWN OF NORTH ANDOVER rp�* Office of COMMUNITY DEVELOPMENT AND SERVICES o •' ' `° °n HEALTH DEPARTMENT t r a 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHS, RS 978.688.9540 - Phone Public Health Director 978.688.9542 - FAX healthdept@lownoffiorthandover.com www.townofiiorthandover.com APPLICATION FOR SOIL TESTS DATE: .10 / Z 1 0 4 ppMAP & PARCEL: LOCATION OF SOIL TESTS: Fir o - 0� L o -� S<?�ek a t OWNER:Anj1-,ons4 ?CLC 1 11 O 1 1 Contact#: i a VB& - i 1 `� APPLICANT: L-. � 1 +ro�eSS 1 OnCIAS al. . nC7 , Contact #: �i �$� ADDRESS: 7 LoiGo ir-t C. t r. ° An of M^ o l $45 ENGINEER: er n Mc>n` e-, ro 1�— Con t #: Cco-3 813 s 0-12-C> CERTIFIED SOIL EVALUATOR: JZ - K Gi Intended Use of Land: Residential Subdivision Ingle Family Home Co�ercial� Is This: Repair Testing: Undeveloped t Testing: ✓ Upgrade for Addition: In the Lake Cochichewick Watershed? es No ✓ THE FOLLOWING MUST BE INCUMED WITH THIS FORM ➢ Proof of land ownership (T ill, or letter from owner permitting test) ➢ 8.5"x H"Plot plan &Location of Testin-a (please indicate test nit sites on they ➢ Fee of $425.00 per lot fo new construction. This covers the minimum two deep holes and two percolation tests/aired for each disposal area. Fee of $360.00 per lot for repairs or upgrades. GENERAL INFORMATION ➢ Only Certified Suators may perform deep hole inspections. ➢ Only Mass. Re stered Sanitarians and Professional Engineers can design septic plans. ➢ At least two d6eep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs rwe at least two deep holes and at least one percolation test, at the discretion of the BOH ➢ Full will be required for all additional tests within two weeks of testing. ➢ Wi rn 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health owing the location of all tests (including aborted tests). ➢ Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval Date: Signature of Conservation Agent_ Date back to Health Department: (stamp in): Town of North Andover Office of the Conservation Department Community Development and Services. Division 27 Charles Street North Andover, Massachusetts 01845 Julie Parrino Conservation Administrator July 20, 2003 MHF Design Consultants, Inc. 103 Stiles Road, Suite One Salem, NH 03079 Att: Karl Dubay Re: Little Professionals, Inc. 2324 Turnpike Street Dear Mr. Dubay: Telephone (978) 688-9530 Fax (978) 688-9542 RECEIVED JUL 2 2 2003 Mhr wwgyu vullbuuamm JnQ The Conservation Department has reviewed the project site and letters submitted by Epsilon Associates and West Environmental and has made a determination that the site does not contain jurisdictional wetland resource areas. Please be aware that the nbrthwesterly corner of the site does receive drainage flow from Route 114 and this water runs through a culvert under Sharpner's Pond Road and discharges into a wetland resource area. This intermittent flow upgradient a resource area would not be subject to protection under the Massachusetts Wetland Protection Act or North Andover Wetland Protection Bylaw. This project will not require a filing with the North Andover Conservation Commission. I anticipate that all stormwater management will be addressed through the Planning Board process. If you have any questions-p"e feel free to contact me. Teiy/ .� Parrulo, C servation Administrator CC: NACC Heidi Griffin, Community Development Director Justin Woods, Planning Director Sandra Starr, Health Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9.535 o 0 M � �• O M � y r HW Wt% b D a 0 .sober Y ¢E- cNn EA -'E 3 ave 2N c�v�-�H o C Mo > 4. Z tC a Caa �� =•� i� •fl oE8 C O W�� p cid a zoo O¢Nbcn C O U cC XO 2 O U 0 0 W O O O p •1 Cl cC .2 C L V] V] Q °' sab aF a O - 3 T.2''o 4� x �S��� M +A U U p U C rV O M � b � .y.`�•o N� � r en aC °J � U i •� y O o 'O 10, o o w' Cl N '�•' O O O � w a v�WO M ¢ 00 +U- O 00 O O O O M 00 O 0 Q 00 M C i y rn o �' i � W A = o •moi, W o ex o - W 00 zoo O O E a a Vj a0.x1m W WN b U Qti W "• 'flY O � " >: Oj U U M U d Tai = o um a3i A , 4 11 MHF Design Consultants, Inc. 103 Stiles Road • Suite One • Salem, New TEL (603) 893-0720 - FAX (603) 893-0733 IRE Y V Ed':lal' 0WMT2 "2004 DEPAR FM.ENT MEMORANDUM To: Sandy Starr, Director Date: 02 June 2003 Board of Health MHF # 1321 From: Karl Dubay, P.E. Re: Little Professionals, Inc. Senior Project Manager 2324 Turnpike Street 1. Attached is the Application For Soil Tests form, owner's authorization letter, plans showing anticipated septic system and leach field design location for testing purposes, and fee check for new construction—for the referenced project. We respectfully request that you contact us to schedule these tests. 2. The project consists of redeveloping the site for an upscale day care facility, including a traditional colonial building, extensive • landscaping, drainage improvements, and a new septic system. This project received unanimous BOA approval without any public opposition, is perceived as a beautification of this very -prominent site, and involves -a resident -owned. business of high quality. 3. The attached plans are those approved by the BOA. Also attached is their Notice of Decision regarding the referenced project. Included in the plans are the detailed predesigns of drainage and septic systems, as required by the Board, based on our analysis of previous testing and approvals and ongoing site analysis. 3. The BOA's approval conditions included Planning Board Site Plan Approval and related final Department/Administrator input. - Note that the project has already been coordinated through the TRC process (meeting minutes attached). 4. Independent reports were issued from both Epsilon Associates, Inc. and West Environmental, Inc. (attached) certifying that there are no resource areas within the jurisdictional limits of the proposed work for the project, thus not requiring additional permitting with the Conservation Commission. We have requested the Conservation Administrator's written verification of this to your office. We sincerely thank you for your assistance on this matter—call me anytime at 603-893- 0720 x16 if you have any questions. cc: Jim Richards Mike Howard Little Professionals, Inc. Epsilon Associates, Inc. ENGINEERS 0 PLANNERS a SURVEYORS :2oQ3 14:35 60388307 3 'MHF DESIGN FAGE. 0z01 BOARD OF HEALTH NORTH ANWVER, MA 01845 9'7""9540 APPLICATION FOR UM 'PES'T`S DATE:?„®c7.. MAP & PARCEL. _/0 6A _ LOCATION OF SOT[. TESTS, OWNER: A, PA. e."%u-t. # $-DEA EA TEL. yEL. NO.. ADDRESS: _ Z/Z4 {1/ftj wn Srt . w A• IWYJVM �'i�RMA 01145 ENOINTER: )k ® N�e • TEL. NO.: (a6 - d� 5 - o 7 2_n CERTMEI) SOIL EVALUATOR: &Kt! lownded Use ofLend:-6ir�bEr Comrnarcial Is This; CPap* +Cativel- �e i Undeveloped lot testing: In the Lake CocMchewick Watershed? Yew------ No r_ THE FOLLO'WmG MUST BE INCLUDED WITR THIS FORM Proaf of land ownership (Tax bili, or letter from ov nrr pennutbV test) (Lt'iiw. ArTftKto) . Piot tion of Testing A -TT ft W) %0013. Fee o $4 5.00 t lot for new eo ction. Phis coven the nsin mum two deep holes w two ji=colvron tests required for each disposal area, Fee of 225.0 r lot .its (Iftime is not etiflc4 fee for fairs is $75.00) JU JERAL )N MA110N v4. OnWy Certified -Sail Evaluators may perform deep ho)e inspections. u✓1. Only MM. Registered Swharians and Professional Engin=s can design septic plan. v/3 At least two deep holes and two pemoia bn tests are required for each septic system disposal area. tyA 4. Repeirs require at least two deep moles anti at least oat percolation tact, at the discretion of the BOH rep vsentat ive. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than 1 --100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Withio 60 days of testing soil evaluation foram shall be subtrutted. Please Do Not Write Below Tris Line N.A. Conservation Commission Approval: Date Received:—,.--.,,. Chock Amount: _ Check Dste: November 14, 2002 Re: 2324 Turnpike Street, North Andover, MA 01845 To Whom It May Concern: Pil Anthony F. Pacillo, 111 Stephanie M. De Angelis-Pacillo 2324 Turnpike Street North Andover, MA 01845 This letter should serve as permission for James K. Richards, Little Professionals, Inc., their assigns and agents to perform tests, apply for permits and any other related activity on the property referenced above for the purpose of obtaining permits and financing. If you need any additional information, please do not hesitate to contact us. Sincerely, )91 ony F. Pacillo, III Step nie M. De Angelis-Pacillo LITTLE PROFESSIONALS, INC. " OPERATING ACCOUNT V? ' 7 LACONIA CIRCLE NORTH ANDOVER, MA 01845-3304 (978)686-5215 Dan.--.�_.....,.,.m. vers Savings Bank 2783 ONE CONANT ST., DANVERS, MA 01923 53-711612113 12/03/2002 PAY TO THE Town of North Andover ORDER OF **425.00 Four Hundred Twenty -Five and 00/100************************************************************************************ DOLLARS MEMO: Town of North Andover Board of Health 27 Charles Street North Andover, MA 01845 Application for Soil Tests 11'00278311' 1:2LL37L1621: 3S 4046 SECURITY FEATURES: MICRO PRIN"f TOP & BOT -101\4 BORDERS - COLORED PArERN - ARTIFICIAL WAIF P. MARK ON REVERSE SIDE -MISSING FFA I JRE INDICATES A COP' LITTLE PROFESSIONALS, INC. OPERATING ACCOUNT Town of North Andover 12/03/2002 Operating Acct -Danvers Sa Application for Soil Tests 2783 425.00 425.00 FORM 11 - SOIL EVALUATOR FORM Zi oZ Location Address or Lot No. On-site Review Deep, Hole Number Date: 7 ZA-3 Location lidentify on site plant Land Use ��� Y''"� Slope M 3 Vegetation Landform i` I / Position on landscape (sketch on the back) Distances from: Time: i 0, Surface Stones Open Water Body ?,:>0- feet Drainage way I oc) 'T feet Possible Wet Area 21,00 1feet Property Line "x c feet Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG - ) �- n Yom. A �r`+�n n� OCT 2 2 2004 TOW, Ur v; ; �7 '.'OVER HEALTH DEPARTMENT Weather Depth from Sudan (Inches) Soil Horizon Soil USDA)re Soil Mu�lol Soil Mottling othor (0tructure, Stones, Boulders, Consistency, % Gravel) r� Z)cltric CJ ?, X51 C -N i 14 roaa Z. 40° Cwt �t c F k r �'�n xvi pNW,t.MM,d bpd T t 1\ Devlbefiadeodc / Sia w to Water in the Dole: weep:hat* Pft F=w 0 0 �tlenssa Seaaaial ►col+ atourtd Water: �. � to tfQ,►FM'VZDWOM- UM -M FORM 11 - SOII. EVALUATOR FORM Location Address or Lot No. P � �t'NC-6 ✓r On-site Review Deep Hole Number Z Dole: Z ° 3 Time: �) ` Weather t�f i ce L cation (identify on site plan) o �- Surface Stones i e-5 Land Use �a r` Slope (%) Vegetation�-- Landform—,_� Position on landscape (sketch on the back) Distances from: Open Water Body 'ZOfeet Drainage way 100+_ feet Possible Wet Area ?_ 00''_ feet Property Line Z o t feet Drinking Water Well IJ /4. feet Other DEEP OSSERVATiO HOLE LOG'. Depth from Surface (Inches) Soil Horizon So�USDA)Texture Soil olor (Munsell) Soil Mottling othor (Structure, Stones, boulders, Consistency. % Givol) / r.jt' toYP, ( 6:xE'o1"iCJr) t r1ab1!!&. 4-/6 �rc_v./ -54-a n e -s 1 rrt Sand Ir- Z, 5-Y C��Z PeessitMleenie► Igeoroeiei 1 � � � DepdsefiedtodC !� /�' Standing Weser in the Hofs ! — Weepiq from Pft F. sw C-) r F Seseond Kiigh &mind Water. 3 � " M AWWVmrow- UW.M FORMA- PERCOLATION TEST Location Address or Lot .No. COMMONWEALTH OF MASSACHUSETTS , Massachusetts Percolation Test* Date:........ 7�Z.�c�� Time;...... j .j..; 2..: Observation Hole ` l Depth- of Perc 3 u Start Pre-soak End Pre-soak Time at 12" 3 Time at 9" z Time at 6" S S Time (9`-6") w Rate Min./Inch -� Miniinu.m or' i percolation test must be perfozmed in both the primary area AND reserve area. Site Passed IJ Site Failed ❑ ....... ................................. ............................................. ............................................... ..-................ Performed By: Ana rcU-) -Z�Gt,', -0 — Witnessed By: rA r J r"� Comments:..::.:::::::::.:::.::.:..:.:::::....:.:..,....:...,..::.:...N....:.::.....::.:.,..::::.:... DEP APPROVED FORM - 12/07/95 -oe �1. /v -p–v D -s v 4r� D D / I esJ I!lp I`Dc�! S�BUILDING s lP PO ` 38't EXISTING SET JPS "r ' , • . JP' *o !P T' m ?9 m w I %J JJ I I X•. m/o • •' �I P� /P FS9e I x / %/ 4` t ti d Q 0 i o c E = � N C T .0 �` F U A °a a U) 4d v v v Z 4d 00 0 O O o L c N N y ti.. is o o c � c cp F c n V) ej Y W C E .? o O C U O Y Li] N C = O a b a � a Y O r � F ay ca C6 E VN U 3 T m- n D o 0 U T U >_ N bD C C N lC U T U U U C �10 .N.• O E O Y d `-' E o E M M O b 0 O C o O O O .O 0 Cl 7_ N d T Li. CO d Q 0 i o c E = � N C T .0 �` F U A °a a U) 4d v v v Z 4d 00 0 O O o L o 0 103 Stiles Road - Suite One • Salem, New Hampshire 03079 MHF Design Consultants, Inc. TEL (603) 893-0720 • FAX (603) 893-0733 MEMORANDUM To: Julie Parrino Conservation Administrator From: Karl Dubay, P.E. � Senior Project Manager Date: 02 June 2003 MIF # 1321 Re: Little Professionals, Inc. 2324 Turnpike Street 1. Per our telecon today, attached are the approved BOA site plans and Notice of Decision regarding the referenced project. Included in the plans are the detailed predesigns of drainage and septic systems, as required by the Board, based on our analysis of previous testing and approvals and ongoing site analysis. 2. The project consists of redeveloping the site for an upscale day care facility, including a traditional colonial building, extensive landscaping, drainage improvements, and a new septic system. This project received unanimous BOA approval without any public opposition, is perceived as a beautification of this very -prominent site, and involves a resident -owned business of high quality. 3. The BOA's approval conditions included Planning Bwrd Site Plan Approval and related final Department/Administrator input. Note that the project has already been coordinated through the TRC process (meeting minutes attached). 4. Independent reports were issued from both Epsilon Associates, Inc. and West Environmental, Inc. (attached) certifying that there are no resource areas within the jurisdictional limits of the proposed work for the project, thus not requiring additional permitting with the Conservation Commission. Thus, we respectfully request the following: A. A note to the Planning Director confirming item #4 above, for administrative purposes, and B. A note to the Board of Health Administrator for the same—we are applying to that office for final Test Pit witnessing and septic system design review. We sincerely thank you for your assistance on this matter --call me anytime at 603-893- 0720 xl6 if you have any questions. cc: Jim Richards Little Professionals, Inc. Mike Howard Epsilon Associates, Inc. ENGINEERS 0 PLANNERS 0 SURVEYORS 1/f5 O yl Town of North Andover _ f 40RT� q" 9� Office of the Zoning Board of Appeals p py m 2 200 Community Development and Services Division 27 Charles Street t1 tiara � �u North Andover, Massachusetts 01845 c►+use D. Robert Nicetta Telephone (978) 688-9541 Fax (978) 688-9542 Building Commissioner Any appeal shall be filed Notice of Decision NJ _0 - M ;� within (20) days after the Year 2003 y `CD -. nate of filine of this notice .z D v; in. the office of the Town Clerk. Pro at: 2324 Turn ike Street rT NAME: Little Professionals, Inc., Jim Richards, HEARING(S): December 10, 2002, Treasurer February 11 & April 16, 2003 ,— ADDRESS: for Prermses at: 2324 Turnpike Street PETITION: 2002-054 North Andover, MA 01845 TYPING DATE: April 17, 2003 The North Andover Board of Appeals held a public hearing. at its regular meeting on Wednesday, at 7:30 PM upon the application of Little Professionals, Inc., Tim. Richards (treasurer), 7 Laconia Circle, for premises at: 2324 Turnpike Street, North Andover for dimensional Variance from Section 7, Paragraph 7.3 and Table 2, (Page FN -1, #1. 100' setback from Rte 114), Section 7, Paragraph 7.3 and Table.2, (50' setback from Sharpners Pond Road); and a Special Permit from Section 9, Paragraph 9.1 (Non -Conforming Use) and Section 4, Paragraph 4.132 #16 (I-1 Day Care Center by Special Permit) to allow for the construction of a day care center on a non -conforming lot. The said premise affected is property with frontage on the East side of Turnpike Street within the I-1 zoning district. The following members were present: Walter F. Soule, Robert P. Ford, John K Pallone, and George M. Earley. Upon a motion made by Joseph D. LaGrasse and 2"d by John M- Pallone, the Board voted to GRANT the request for dimensional Variances -from Section 7, Paragraph 73 and Table 2 for relief of 25' from Sharpners Pond Road and for relief from Table 2, FN -1 for 50' from the 100' setback from Route 114 right-of—way; and Special. Permits from Section 9, Paragraph 9.1 in'order to construct a new structure for a non -conforming use on a pre-existing, non conforming lot, and Section 4, Paragraph 4.132 #16 in order to operate a day care center in the I-1 zoning district. The Variance and Special Permit are granted on the following conditions: 1. The 2°d floor is to be used for offices only, day care activities and children to be restricted to the first floor, only. 2. The plans numbered 1-6 to 6-6, dated 4/2/03, 5th revision be submitted to and subject to review by the Fire Department, Police Department, Division of Public Works, Conservation Commission, Board of Health, and Planning Board as listed in the Technical Review Committee Report dated April 15, 2003, concerning the Little Professionals, Inc: 3. The proposed playground protection berm, fencing, and landscaping rocks and trees be included in the Site Plan Review of the Planning Board. 4. The signage symbols shown on the Site Plan, sheet. 3 of 6, revised 4/2/03 are not included in the approval granted in this decision. Voting in favor: Waltr F, Soule, Robert P. Ford, John K Pallone, and George M. Earley. Page 1 of 2 Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 Z/� f5 Town of North Andover 0 Office of the Zoning Board of Appeals �p Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 9is CHuse� D. Robert Nicetta Telephone (978) 688-9541; Fax(978)688-9542 Building Commissioner -0 . rr c'0 rti The Board finds that the applicant has satisfied the provisions of Section 10, Paragraph. 10.4 of thj ~ zoning bylaw and that the granting of this variance will not. adversely affect the neighborhood or derogate from the intent and purpose of the zoning bylaw, and. Section 9, Paragraph 9.1 and Section 4, paragraph 4.132 #16 of the zoning bylaw.and that such: change, extension. or alternation shall not be substantially more detrimental to the neighborhood. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted underthe provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. Town of North Andover Board of,Appe,-alms, / JV,GZf�w6e Walter F. Soule, Vice Chairman Decision 2003-054 Page 2 of 2 3�ti ®' CSO Main Street PO Box 700 • Maynard, Massachusetts 01754-0700 978.897.7100 Fax 978.897.0099 www.epsilonassociates.com 4 / l/(Ij 07 ctl�t"' IVE1) PSI LON ASSOCIATES INC. ElEngineers l Consultants N Environmental yironmenia J U L 2 3 2002 ' IMII1/ //r..g// VY/WYIKYIW IIIL,. July 21, 2002 Mr. James K. Richards Little Professionals, Inc: 127 Olympic Lane PRINCIPALS North Andover, MA 01845 Theodore Borten, PE Subject: Site Inspection: #2324 Turnpike Street, North. Andover, MA. Margaret 8. Briggs Michael E Guski, CCM Dear Mr: Richards: Samuel G. Mygatt L.L.B. On Friday, July 191, 2002; wetland scientists from Epsilon Associates conducted a site ;inspection at the above `referenced property. The purpose of this in was to Doles. Roaynsk,', PEdetermine . if wetland resource areas subject to jurisdiction under the MA Wetlands Protection Act (MGL c.131 s.40) and regulatians.(310 CMR 10.00) and/or the North . CindySchlessinger Andover Wetland Protection (c.178 of the Code of North Andover) existed within Lester B. Smith,A Ili close proximity to anticipated future work. tectoria H. Aerd,er, RL4 f future ermit applications made art o PP . It Is understood that this correspondence will .be p P with the North Andover Zoning Board of Appeals and Planning Board. We offer the following -comments. Bordering and Isolated Vegetated Wetlands We did not observe a jurisdictionalbordering vegetated` wetland (BVW) or isolated wetland within, 100 -feet of anticipated future work. An off-site meadow vegetated .(IVW) yupland grasses and.fill materia[li.nterspersed with purple loosestrife and characterized b .. a cattail "pocket") was'documented but -it does not. appear that this: disturbed area meets the definition of a jurisdictional. wetland... IAs we did not have permission :from the. adjacent property owner. o. 'access their property... definitively determine the . jurisdictional nature of this. area, we would recommend that- the North .Andover Conservation Agent, Ms. Julie Parrino, confirm same prior to obtaining a building permit. We would also add that there were no records. on .file with. the Conservation Commission regarding: approvals for past and ongoing work .undertaken on the subject our. understanding that these activities were authorized by .the prior it Is g .property. , Conservation Agent -without the need for a permit' (we have a phone call into her office, to;confirnr this, assumption). This indicates to us that the Conservation Comrriission was Of the opinion that -there are no jurisdictional wetlands within 100 -feet., ®' CSO Main Street PO Box 700 • Maynard, Massachusetts 01754-0700 978.897.7100 Fax 978.897.0099 www.epsilonassociates.com 4 / l/(Ij 2 Riverfront Area According to the applicable USGS quadrangle map and the ByLaw riverfront area. maps, there are no perennial streams within 200-feet`of anticipated future work. Bordering Land Subjectto Flooding (Le., 100 -year -floodplain) According to the. applicable FEMA -FIRM Map, there are no areas of, Bordering Land Subject to Flooding (BLSF) on or near the subject parcel. Estimated Habitat of Rare wetlands Wildlife The Massachusetts .Natural Heritage Atlas (20002001 edition, _South Groveland Quadrangle). does .not identify any certified vernal pools, estimated habitat or priority sites on or near -the project site. If you have any questions regarding our findings, please do not hesitate to, contact me at (9.78) 450-7147 or via email at M'howard@epsilonassociates:com. Sincerely, EPSIL , N AS O TE , nc. Michael.D. o. d Senior Scientist Cc. Karl Dubay, MHFDesign .Associates, inc PSILON„��TESIN� Engineers 0 Environmental Consukaants rt�.i :. PS LONAssoCIATES INC. �Engineers ' Environmental Consultants FAX 150 Main Street P.O. Box 700 Maynard, MA 017540700 rr m: 1 Phone: 978-897-7100 Fax: 978-897-0099 Remarks_ Date: 1251u;o Number of Pages: Including CoverSheet I 06, 44 ..r via r./5 11:20A WELST -:!�e ENVIRONMENTAL,:. Michelle Martin North Andover Conservation Commission 27 Charing Street North Andover; MA 01845 RE: 2324 Turnpike Streat/Route 114, North Andover, MA SUBJECT: Dotc in tion of Non -Jurisdiction Dear Ms. Martin, 0 Februxry 15, 1999 WEi # 9909 -MA on he-half'of A -F. Aac ilio General Contracting, Inc., West Environmental, Inc. inspected the above referenced property to determine if there are Local or State jurisdictional wetlands present. The area in question is a corner lot adjacent the intersection of Route 114 and Sharpeners Fond Road- Excavation work has begun at the site. There is a small drainage Glitch thaw. reccivos atormwatcr runoff from Route 114 however this area doen not meet the criteria outlined in the Massachusetts Wetland Protection Act or the or the North Andover Wetlands Protection Bylaw (10-20-98). Specifically the dkoh docs not have a dominance of hydrophytic vegetation or hydrie soils. This area also does nok meet the definition for stream outlined in Section A —Definitions in the North Andover Wetlands Protection Ragulabons (11-10=99) becausa it does not exit or enter a wetland. This concludes our work at this time. Plewe call our office with any questions. Sincerely, '►Nest: Environmental, Ina. Mwk C. weal, Pre%ident Wetland Scientist Cc: Anthony Pacillo -18 Stevens Hill Rand, Notringham, NH 03290 ♦ 603-679-6212 ♦ lax 603-679.8232 P_02 ��S Town of North Andover o Office of the Planning Department Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 Planning Director. jwoodsCQtownofnorthandover.com J. Justin Woods httv://www.townofnordiandover.com Technical Review Committee Report P (978) 688-9535 F (978) 688-9542 TO: Karl R Dubay (by email) FROM: J. Justin Woods, Planning Director/TRC Chair CC:' Mark Rees, Town Manager Raymond Santilli, Assistant Town Manager/Acting Director of Community Development William V. Dolan, Chief of Fire Department Lt. Andrew Melnikas, Fire Prevention Officer Lt. John Carney, Police Operations Division Commander Tim Willett,Water & Sewer Superintendent .Bob Nicetta, Building Commissioner/Zoning Enforcement Officer Julie Parrino, Conservation Administrator Sandra Star, Health Administrator Heidi Griffin, Community Development & Services Director RE: 2324 Turnpilce Street — Little Professionals, Inc - Follow -Up Report to April 10, 2003 DATE: April 15, 2003 Following please find a summary of the comments of the TRC Committee members: 1) .Building/Zoning At the present time the Zoning Enforcement Officer does not have any additional comments as the project is scheduled before the Zoning Board of Appeals at the April 16 meeting. 2) Fire Department The building is required to have a fire sprinkler system upon opening for business. The preferred method of water supply for that system would be from the municipal water system. Recognizing that the availability of access to the municipal water and sewer system may not be synchronized with the planned building of the Little Professionals, the following is recommended to the applicant in order for the continuation of their project. The fire department would support a conditional approval of the project by the Zoning Board of Appeals provided that: A. The building is designed and built with a full fire alarm and suppression system as if the municipal water system supply would be available. B. An alternative on site water supply is proposed during construction in accordance with recognized Nation Fire Protection Association standards and approved by the fire department in case the municipal water supply is not available prior to occupancy. C. If there is a written commitment to tie into the municipal water supply, which is available to the occupant prior to opening, the fire department will work with the applicant to eliminate the financial burden of installing the internal on site water supply system while maintaining a proper level of life safety for the occupants of the building. The ability of the fire department to work with the applicant in this instance would require a firm written commitment, which emphasizes the shortest period of time for municipal water to the site. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 p/ O it 0 April 15, 2003 2324 Turnpike Street Little Professionals, Inc. Technical Review Committee Follow -Up Report to April 10, 2003 3) Police Department The Police Department is satisfied with the safety improvements made to the plan for this site. All of the safety issues outlined in a previous memo from Chief Stanley and Chief Dolan have been addressed and improved to our satisfaction. The Playground has been moved and barriers will be erected. The traffic pattern has been improved. While we would like to review the traffic impact study, the Police Department has no other issues with this project at this time. 4) DPW The Division of Public Works has reviewed the above referenced plan and has the following comments: A. The Applicant is strongly encouraged to connect to town water and sewer systems. It is recommended that the Applicant contact the Developer of"The Meadows" to coordinate and agree on proposed water and sewer connections. B. On site drainage fitcilities should be reviewed by VHB. C. The proposed backflow preventor must be reviewed and approved by Dennis Bedrosian - Superintendent at the Water Treatment Plant, 420 Great Pond Road, 978-688-9574. 5) Conservation Conservation reviewed the site several months -ago and determined no wetland resource areas existed on site, however off-site wetlands may exist. An existing drainage pipe outlets to the rear of the property and flows through a small ditch, through a culvert under Sharpner's Pond Road and into a wetland resource area. My review letter requested the applicant to investigate whether wetland resource areas exist within 100 feet of the property boundaries or within 100 feet of proposed activities. At the TRC meeting, the applicant stated that Michael Howard from Epsilon Associates has reviewed the site and prepared a letter stating no wetland resource areas within 100 feet of the site. Letter should be submitted to the Conservation Department for review and confirmation prior to filing for site plan approval with the Planning Department. 6) Planning The Planner supports ZBA approval subject to the conditions outlined by the Fire Chief. Subsequent Site Plan Approval by the Planning Board is required, but the applicant is advised to first obtain a determination from the Conservation Department regarding off-site wetlands. It would also be helpful, if the final decision regarding water and sewer connections are not available, to have the Board of Health decision regarding septic capacity prior to site plan review. In addition to the plans submitted, for site plan review the applicant must submit a complete drainage plan, traffic study and fiscal and community impact statements as outlined in Section 8.3 of the North Andover Zoning By -Law. 7) Health The Health Department did not have a representative at the TRC meeting„ however, if the applicant is not able to connect to town water and sewer systems, the applicant will need to file with the Board of Health. The Applicant is encouraged to meet with the Health Department to obtain any additional comments or to learn about any other applicable health requirements. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688A540 PLANNING 688-9535 9�5 Q TOWN OF NORTH ANDOVER Fire Department Central Fire Headquarters 124 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 William V. Dolan Telephone (978) 688-9593 Chief of Department FAX (978) 688-9594 Edward J. Morgan Deputy Chief To: Justin Woods, Town Planner From: Fire Chief Dolan Re: Little Professionals — Water Supply Date: 10 April 2003 The following comments are relative to the discussion, which took place this morning at the Technical Review Committee regarding water supply for fire protection for the proposed Little Professional's day care building. The building is required to have a fire sprinkler system upon opening for business. The preferred method of water supply for that system would be from the municipal water system. Recognizing that the availability of access to the municipal water system may not be synchronized with the planned building of the Little Professionals, the following is recommended to the applicant in order for the continuation of their project. The fire department would support a conditional approval of the project by the Zoning Board of Appeals provided that: • The building is designed and built with a full fire alarm and suppression system as if the municipal water system supply would be available • An alternative on site water supply is proposed during construction in accordance with recognized Nation Fire Protection Association standards and approved by the fire department in case the municipal water supply is not available prior to occupancy. • If there is a written commitment to tie into the municipal water supply, which is available to the occupant prior to opening, the fire department will work with the applicant to eliminate the financial burden of installing the internal on site water supply system while maintaining a proper level of life safety for the occupants of the building. The ability of the fire department to work with the applicant in this instance would require a firm written commitment, which emphasizes the shortest period of time for municipal water to the site. Please forward this memo to the Zoning Board of Appeals with this morning TRC comments and contact me if you have any questions regarding this memo. William V. Dolan Fire Chief 19:46 978-686-5"-0J 10013 X03 PEALS LITTLE HHUFE551UNAL5 C Town of North Andover Office of the Conservation Department Community Development and Services Division Julie Perrino Conservadon Administrator DATE: TO: FROM: SUBJECT: 27 Charles Street North Andover, Massachusetts 01845 MEMORANDUM January 9, 2003 Zoning Board of Appeals Julie Parrino, Conservation Administrator Little Professionals, 2324 'Turnpike Street t'AUL el �10�t�y Telephone (978) 688-9530 Fax (978) 6W9542 I have reviewed the application package, site plans and field conditions of the property associated with the proposed development of the Little Professionals daycare center. I offer the following comments: Wetland Resource Areas No wetland resource areas subject to jurisdiction under the Wetlands Protection Act or North Andover Wetlands Protection Bylaw were identified on the subject property during a site visit conducted by the Conservation Department on January 9, 2003. The 12" HDPP culvert located parallel to the westerly properly line discharges adjacent to the most northwesterly portion of the site. Stormwater runoff from the culvert flows through a small channel and continues to flow in a northwesterly direction through a culvert located under Sharpnee s Pond Road. Drainage discharges to a . wetland resource area located along the westerly edge of SharpnePs Pond Road. "The applicant should determine if the outlet drainage from the culvert qualifies as an intermittent drainage channel subject to jurisdiction under the state and local regulations. In addition, site development, particularly the driveway entrance, may be located within 100 feet of wetland resource areas located across Sharpnel's Pond Road. Development within 100 feet of any wetland resource areas and within 200 feet of any perennial streams is subject to a filing with the Conservation Commission. Evidence should be presented that proposed activities are not located within the buffer zone of wetland resource areas. FlM&L- in The project site does not appear to fall within a mapped Zone A area, indicative of the 100 year flood elevation_ BOARD OF APPEALS 688-9541 BUILDING 686-9545 co mERVA17ON 68&9530 HEALTH 688-9540 PLANNING 688-9535 yfG-000-uc� Estimated Habitat The project site is not located within an area of mapped estimated habitat or rare wetlands wildlife or certified vernal PpOls. w JAN i 2113 BOARD OF APPEALS (2fff /.L 01 4cJVL : ct_16_02 09 - :42A BOA" OF HEALTH NORTH AM)OVM MA 01845 97&b$8.9540 r'• 4180W.14A am DATE: _ JQr root. MAS' & PARCEL. 10 & A f IS LOCATION OF SOn. TESTS: M?A tir_gyr` Te -m � S1.Wy'J+ms /b N4 AAb OWNER: A, ?,ke%wb tS.Dr e"t.1S TEL. NO.. ADDRESS: _Z. Z* WwJP%yz s[ • . 1V• ANDWg%te MA ol6 45 ENGINEER' _ namic c.• #A®qwjk*,, ._�.e • TEL. NO.: !aa - t1J S • 072.0 P.02 CERTD'MD SOIL EVALUATOR: &%4)( A V lroyoQ'S iutcnded Use of Land: RaiderWsl Smh&i9ion -6hnq* J;wrdly 11mut Comnwrcial {A4`lCe�rr i 1s This: Undeveloped lot testing: ZfewL• Mos -g- -fro ex AaAt4 WO In the Lake CocMchewick Waterdvd? 7iFes_-- NO THE FOLLONwmG :MUST BE INCLUDED WITH TEE FORM Proof of land ownership (Tax blll, or letter from owner pcmutting teat) (lVMe, A TftKft) Z. 'lot pkjAJLLAmtiov of Testing (p LM Aj-rftHcD) %1*03. Fee o 00 4 5.lot for new eonAructicm. This covets the mkvk= two deep holes and two pcucolanon tests required for each disposal area, Fee of.25, lot (If time is not critical, doe for repairs is $75.00) L.ZS. vo c is --ft =. ft'f7�fz'1'tto 9XiiAAI INF'ORMAMON V11. Only Certified -Soil Evaluators may perforin dap We inspections. v-1. Only n=. Registered Sanitarians and fto,*s x=d Engineers can design septic plane. v4 At lolust two deep holes and two percolation tests are required for each septic system disposal area. WA 4. Repnirs inquire nt least two deep holes and at least one percolation test, at the diseretion of the BOH reptvaentative. 5. Full payment .will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smalia than 1 "-100') shall be submitted to the Board of Health show** the location of all tests (including aborted tests). .7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Linc N.A. Conservation Commission Approval: Date Received: Cheek A=Lmt: Cbaclk Date: 13/f © OAnthon F. Pa cillo, cillo, 111 Stephanie M. De Angelis-Pacillo 2324 Turnpike Street North Andover, AfA 01845 November 14, 2002 Re: 2324 Turnpike Street, North Andover, MA 01845 To Whom It May Concern: This letter should serve as permission for James K. Richards, Little Professionals, Inc., their assigns and agents to perform tests, apply for permits and any other related activity on the property referenced above for the purpose of obtaining permits and financing. If you need any additional information, please do not hesitate to contact us. Sincerely, )91 (-ony F. Pacillo, III L,&,,-/)-7?7 6&V,&6 -� f Step ie M. De Angelis-Pacillo (4/,5 _ LITTLE PROFESS IONAQ OPERATING ACCOUN 7 LACONIA CIRCLE NORTH ANDOVER, MA 0.1845=3304 (978)686-5215 Danvers Savings B ONE CONANT ST., DANVERS; MA :i 53.711612113 12/03/2002 2783 PAI' TO THE Town of North Andover ORDER OF $ **425.00 Four Hundred Twenty -Five and 00/100***««««««««*«««*««««««,«««««««««««««««««««««*«*«*«*«««««*«««*«««««««««**.««««««*«*«« DOLLARS Town ofNorth Andover Board of Health 27 Charles :Street North Andover, MA.01.845 MEMO: Application for Soil Tests �......., . ,,,,..,.,. ,.... .....,.,. 4..... II'0027831t' 11:21137116211: 3S 4046 SECURITY FEATURES: MICRO PRINT TOP G BOTTOM BORDERS - COLORED PATTERN - ARTIFICIAL WATERMARK ON REVERSE SIDE - MISSING FEATURE INDICATES A COPY LITTLE PROFESSIONALS, INC. 2783 OPERATING ACCOUNT Town of North Andover 12/03/2002 425.00 Operating Acct -Danvers Sa Application :for Soil Test$ 425.00 R A 9j 1 OCT 2 2 `--A TOWN FORM ii - ! IM Location Address or Lot No. 12� �`� `�►'�'`� `��' 3 Z`} 0�� On-site Review Deep Hole Number — Date: OZ Time: N A- Weather -_ 12- Location (identify on site pian} Land Use 4'a rr� ---- slope (%) Z Surface Stones Vegetation . Landform --- position on landscape (sketch on the back) Distances from: (.�%� feet Open Water Body til A feet Drainage way Possible Wet Area 1,J/,4 feet Property Line feet Drinking Water Well I e--) 0 feet Other aQ AMW'V m low- UM.'" .Z DEEP OBSERVATION HOLE LOG' Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Calor Soil (Munsell) Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) to `fly LOO- (®_ L-aaV 40 I - 32 Sandl Firm,, C.4 m.i tj pct r s� Wtae► in tftt Hole-. N O n r�� 1AIMpieq from PPR faoe: li^.S O �. FA 1i esd Seseond Haigh C,foind Waosr: Gt aQ AMW'V m low- UM.'" .Z FORM 11 - SOIL EVALUATOR FORM Location Address or Lot No.IM= ��� � i 5z (o Z> DEEP OBSERVATION HOLE LOG' Weather -----fes= Depth from Surface (Inches) On-site Review Z Date: I ' Time: f� Deep ee P Hole Number Other Iletructura, Stones,GBoulders, Consistency, 96 Location (identify on site pian) Land Use .: ya rO — Slope M Surface Stones Vegetation .. OT Landform Position'on landscape (sketch on the back) Distances from: Open Water Body N�,� feet Drainage way tJ/�. feet Possible Wet Area f J)A feet Property Line 7.6feet Drinking Water Well 10 p feet Other DEEP OBSERVATION HOLE LOG' Weather -----fes= Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color IMunselq Soil Mottling Other Iletructura, Stones,GBoulders, Consistency, 96 1. o e�cn1 10 YR Li 5— Id4 6 6 les L. oa..v t G, 7/8 o 4 P.r.ntflAeorid �v�aib h} t� � � SZ n** Wear in thie Hof.. weeP le f !" Pft F M Estln+�ead Sessonei Kqh Lound wear: 11 00AMpV=P09M-w -ft n .1 FORM 11 - SOIL EVALUATOR FORM Location Address or Lot No. RL,11�-, On-site Review Deep Hole Number — Date:. `�Z Location (identify �n site plant Land Use � S-Orrplop's (96) Vegetation ... Landform _� N Position'on landscape (sketch on the back) Distances from: Open Water Body N�)A feet Drainage way Possible Wet Area feet Property Line Drinking Water Well ( 50t feet Other Time: N Surface Stones t-J/A feet 5 0' feet DEEP OBSERVATION BOLE LOG' Weather . Soil Horizon Soil Texture (USDA) Soil Calor (Munsell) Soil Mottling Other (structure, Stones,GBoulders. Consistency, % Depth from Surface (inches) We M.a+C4- tit ^� C'czc-�r�r (As�';`�_� r�t.J i Ch �� —1C�� -7/6 k . r s o �, r►'t 1. sc'ncl� 10 F7r\e b'e1 (.,�+6r-cc-Vi w iiir Lo a r' F (;,/,4 t arerttlAamriet l4eob4+d �" I t o o= I G stag wq w w in tfie Moa: 1.1 ca v1 _. Weep:q tron* Poe Face• 13 „1_ M 6tletiesd Sei/Onei FfipK Groi+d Water: �'T laMW OV110-OM-UW'fn FIELD PIAT DE3ICN DRAFT CALL. A1C I ARMY CERTIFY THAT THIS PLAN HAS BEEN PREPARED FROM.. AN ACTUAL ON THE GROUND SURVEY. OF . HF%LL PAUL J. FINOCCHIO P.L.S. No.3 '�°�� _ ATE •�4. 7 W8x4 \ 20' \ . \ S^J SET s8 - --•-208 _- ..� \ � ioaxT . �. 05x4 'CLG: / dk / ^. 204x8 , I 20 t3` xA19 2050ft51 IiaK v A 205x2 T204x2 7-)b-dj Flaws d 2Wx2 1 _ F 202x4 F i•'' j- ro v0ct d�'c� • ZS:Ot� r r. f :q,ol NPIKE, p;,k l-�oe s ls�? Ab, !X X 3 bra -4C Farr- A-5svme 12 MST t Leach�'v� At/'e& -� 1p AF x f�RAI, SET Lio cda d. ie P+ic- S d 2Wx2 1 _ F 202x4 F i•'' j- ro v0ct d�'c� • ZS:Ot� r r. f :q,ol NPIKE, p;,k O 00 N A . I REAEBY CERTI THAT THIS PLAN HAS BEEN PREP—tZED FROM AN ACTUAL ON T E GROUND SURVEY. f'Lkj 202116 �Xlte sit+ sET 205117 N • 4 20411E -4S' 304.2 . PAUL J. FINO y JRNPIK Dcu F lows �v er = S,. Zoo ,. •; , '� CtP 1) To-�c, l7gil� Flow41 Ferc �4ss�rne • �-each�n Av>-� = o.s� ►loo '. �;. I G4 S/Wp.y ' ' SET o 8 tR I -r• tror�i' �ocG.Ti'�rl. 1S vSea(� . t hen veil rn✓S� be Yr,�ocRL�G�. l T = Ca�So�ct,l C�ty�a'� Mi►J� �-^_`�_ A � ap z 5r'� k ISO •F� d l (o So b :• , '�,7iL j: .N 1 E 1'.: ' �• 7i0 Ei Q '', 1`111 � .w 6 � �1'T� �Jr�,i�knt,4t,5 ► N� �' . � �, ; '�l's �+ i PRINCIPALS Theodore A. Borten, P.E. Margaret B. Briggs Michael E.. Guski, CCM Samuel G. Mygatly LLB. Dale T. Roczynski, PE Gndy Schlessinger Lester B. Smith, )r. Victoria H. Fletcher, RLA ;.ISS I LO N ASSOCIATES INC. �� Engineers M Environmental Consultants July 21, 2002 Mr. James K. Richards Little Professionals, Inc: 127 Olympic Lane North Andover, MA 01845 J U L 2 3 2002 �rUl( �rvw��� wwwu�Kuila IA6, Subject:. Site Inspection: #2324 Turnpike Street, North Andover, MA: Dear Mr. Richards: On Friday, July 19", 2002, wetland scientists from Epsilon Associates conducted a site inspection at the above referenced property. The purpose of this inspection was to determine if wetland resource areas subject to jurisdiction under the MA Wetlands. Protection Act (MGL c:131 s.40) and regulations (310 CMR 10.00) and/or;the North . Andover Wetland -Protection ByLaw (c.178 of the Code of North Andover) existed within close proximity to anticipated future work. It is understood that this correspondence will.be made part of future permit applications with the North Andover Zoning Board of Appeals and Planning Board. We offer the following comments. Bordering and Isolated Vegetated Wetlands We did not observe a jurisdictional bordering vegetatedwetland (BVW) or isolated vegetated wetland (IVW) within 100 -feet of anticipated future work. An off-site meadow characterized by upland grasses and fill material (interspersed with purple loosestrife and a cattail "pocket") was documented but'it does not appear that this: disturbed area meets the definition of a jurisdictional wetland... As we did not have permission from the adjacent property owner to access their property and, definitively determine the jurisdictional nature of this. area, we would recommend that the North .Andover Conservation Agent, Ms. Julie Parrino, confirm same prior to obtaining a building permit. We would also add .that there were no records on file with. the Conservation Commission regarding approvals for past and ongoing work undertaken on the subject property. It is our understanding that theseactivities were authorized by .the prior Conservation Agent without the need fora permit (we have a phone call into her office. to confirm this. assumption). This indicates to us that the Conservation Commission was of the opinion that there. are no jurisdictional wetlands within 100 -feet.. 150 Main street • PO Box 700 • Maynard, Massachusetts 01754-0700 C3 978.897.7100. Fax 978.897.0099 www.epsilonassociates.com Riverfront Area According to the applicable USGS quadrangle map and the ByLaw riverfront area, maps, there are no perennial streams within 200 -feet of anticipated future work. Bordering Land Subject to Flooding (i.e., 100 -year floodplain) According to the .applicable FEMA -FIRM map, there are no areas of. Bordering Land . Subject to Flooding (BLSF) on or near the subject parcel. Estimated Habitat of Rare Wetlands Wildlife The Massachusetts .Natural Heritage Atlas (20002001 edition, :South Groveland Quadrangle). does .not identify any certified vernal pools, estimated habitat or priority, sites on or near -the project site. If you have any question's regarding our findings, please do not hesitate to, contact me at (9.78) 450-7147 or via email at ni'lioward@!epsi(oiiassociates.com. Sincerely, EPSIL N AS O TES, nc. Michael D. o 'rd Senior Scientist Cc Karl Dubay, MHF Design Associates, Inc. _ - - ESILONASSOCIATES INC. neers O Environmental Consultants 07/25/2002 14:26 FAX 978897001EPSILON EPSILON Q 0001 0 PS LONASSOCIATES INC. Engineers Environmental Consultants FAX 150 Main Street P.O. Box 700 Maynard, MA 017540700 Phone- 978-897-7100 Fax: 978-897-0099 Remarks: T was dot � [0cslr 11L4 tGw ,.r ns wd{,was �*.Vvift +'tS1i 1pkp (( �) ywCr4 Sflwt Date: 1 Number of Pages: Including Cover Sheet QI#W Vp cerA,l+n, wl DIY �- ?,�LL )44.41* -7 (fy,"V, u T �r � f. M t 07/25/2002 14:26 FAX 97889700PEPSILON aJu 1'123-02 11 ! 20A WELST ENVIRONMENTAL INC, Michelle Martin North Andover Conservation Commission 27 Charley Street North Andover, MA 01845 RE: 2324 Turnpike Street/Route 114, North, Andover, MA SUBJECT, Determination of Nott -Jurisdiction Dear Ms. Martin, February 15, 1999 WEI 9 9909 -MA Q002 On hehal l'ol' A.F. Pac,illo Gonvral Contracting, Inc., West Environmental, Inc. inspected the above rel'arenced property to determine if there are Local or State jluisdictional wetlands present. The area in question is a corner lot adjacent the intersection of Route 114 and Sharpeners Pond Read_ Fxcavation work has begun at. the site. 'There is a small drainage Glitch that receives storinwatcr runoff from Route 114 however this area does clot meet the criteria outlined in the Massachusetts, Wetland Protection Act or the or the North Andover Wetlands Protection 'Bylaw (10-20-98)_ Specifically the ditch docs not have a dominance of hydrophytic vegetation or hydric soils. This area also does not 1„eet the definition torr stream outlined iii Section H — Definitions in the North Andover Wetlands Protection Regulations (11-10-98) because it does not exit or enter a wctlend. This concludes our work at this time. Please call our office with any questions. Sincerely, West Environmental, Inc. Marie C. West, Pret ident Wetland Scientist Cc-, Anthony Pacillo 48 Stevens Hill Rcrad, Novingham, NH 03290 ♦ 603-679-13212 ♦ Pax 603-679.23232 P_02 07/25/2002 14:26 FAX 97889700? EPSILON x 11-�_OA lNaSS�I1K Ol i�A77[�f Burp-aU ofRasourW Profecfiair— lA/e&M& EO WPA =. Ferm 9A.,- Enforcement Order Massachusetts Wetlands Protection Wolalion li*rmatfon This Enforcement order is issued by: MKI�i= 1�n a ww__ (a� Ca wrhalnn ouiinq ovwv ry) 200.3 P.03 DEP Fie Number F for DEP use ordy ��^ M.G.L. C 131, §40 and NorCh Andover Wetland Protection Bylaw. Location of Violation; syagm&ms IV. llnl&W MA 0 cw�&M Agra arWRAI P"Mall Dave of issuance - owe Findings The issuing Authority has determined that ttla activity described above is in violation of the Wetlands Protedlon Act (M.G.L. r 131, §40) and its rogulatiuns (310 CMR 10.00), because; D the activity has beeNis being conducted wlftt t a val''id Order of Conditions; 0 the actsviry has beenlis being condrxted in violation of the Order of Conditions issued to: Nemo File Ramw candawn ,b*Tt) Went and type of ecdvityi l9' Other (Specify): rl...... , ..L � 07/25/2002 14:27 FAX 978897001 EPSILON O 0 004 1 ^.J'".1 -'23-02 1 20A MaZUs � Of It / /Oil P-04 ach Bureau of Reswrce ProtWiorr— Wetlands WPA- Form 9A - Enforcement Order and North Andovex Wetland Massachusetts Wetlands Protection Act M. G.L. c. 731, §4a Protectinr{ Bylaw, Order The Issuing thority hereby orders the following (check all that app The property owner, his agents, permittees, and all others shall immediately cease and desist from the Filer activity affecting the Buffer zone and/or watland resource areas on this property, Q Wetland alterations resulting From said activity shall be corrected and the site rettmted to its or{ lnai condition. U Complete the attached Notice of Intent. The completed application and plim-For all proposed work as required by the Act and regulations shall be filed with the Issuing Authority on or tlefore (date). No k ther work shall be performed until it public hearing has been held and an Order of Cbnditlons has been issued to regulate said work. Appeals/Signatures An Enforcement Order issued by a conservation commissloo cannot be appealed to the Department of EnVit rimental Protection, but my be Fled in Superior Court. Questlom rmjarding this Enforcement Order should be directed to: MarytJAysAverlaCfe Issued :orawrwam commissian In a situation requiring immediate action, an Enforcement Order may be signed hY a sirujte member or agent of the commission and ratified by a majority of the member: at the next scheduled meeting ofrhw commission VTheproperty owner shat) take the Following action to P PAY 9 prevent further violations of the Act: AAV bib o Failure to comply with this order may constitute grounds for additional legal action. Massachusetts General Laws Chapter 131, Section 40 provides: "Whoever violates any provisions of this section shall be punished by a fine of not more than twenty -Five thousand dollars or by imorfsoranent for not more than two years or both. Each day or portion thereof of continuing violation shall consthute a separate offense." ��7� p(0c(Trcry yrrsnn ar�dlle�asu num��^� M 0I FOP -NJ 11 - SOIL EVALUATOR FOR -NJ Page I of 3 Commonwealth of Massachusetts 40 00 v 6�k- , Massachusetts f. f,, A Date: � Q� oewa e ,Uis osal Performed By: 7o 5c--104 Gly �wA_r, P. Witnessed. By:Date: U5 �Q-N �e F C> . - 7&,e ju- �- N 1I CT i. wawa,- w Tdephe , , Z 3 Z S/ �u /1,ems orX- . ew Construction ❑ Repair Office Review 45'4+7 Published Soil Survey Available.- No ❑ Yes ® - Year Published 1 r 5,T qa Publication Scale j % Soil Map Unit Pb Drainage Class G Soil Limitations urficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale Geologic Material (Map Unit) Landform ........ ..................... ................ Flood Insurance Rate Map: ------ .. Above 500 year flood boundary No ❑ yes W - Within 500 year flood boundary No Dyes ❑ Within 100 year flood boundary No ❑ Yes ❑ Wetland Area_ National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) ................ . Current Water Resource Conditions (USGS): Month Range :Above Normal � Normal ❑ Below Normal ❑ Other References Reviewed: DEP APrROVVD F'op" - 12/0719S 2 SO�,(�-\'A[,UATOR FORf\I -- Page 2 Of 3 Location Address or Lot No. 39[{ TU�NO/l c� On-site Review Deep Hole Number % Date: 3 3 /—Lj g Time: L% ,Q2rf�J Weather 80 Location (identity on site plan) 5u'�'vY Land Use 1- Q'Gv Vegetation Slope M -3 Surface Stones � �"s S Landform .YK " - Position on landscape (sketch on the back) Distances from: Open Water Body 7100 feet Drainage way 7(00 feet Possible Wet Area 7f0� icer Property Line feet Drinking Water We117/00 feet Other DEEP OBSERVATION HOLE LOG' Depth from Soil Horizon Soil Texture Soil Cob( Sol Surface (Inches) (USOAI Other (Munsell) Moiling -Structure• Stones. Soutders.'Consistency. Gravel) 0-/6 4,p ID- -a Jw iI;S L 16 Ye -416 - -'93 2•5Ys�3 Z, 5;Y'7 7-5Yz sle - — c CIULUt KLQU1RED T.-�� �r Parent Material (geologic, Ti L L o�acunaod.ock L .� Depth to Groundwater Standing Water in the Hole: Weeping from Pit race: Estimated Seasonal High Ground Water: ,L J i DEP wPPROVED FORM. t110,9S FOR'%T 11 - S�,_ l EVALUATOR FORZr j Page 2 of 3 Location Address or Lot No. Z 3Z•5/ Ty,QJUi7�/[� �7i Opt -site Review Deep Hole Number Date: 3-3(— 9g Time: per¢, dl - Weather 80 V Location (identify on site plan) Land Use Slope (%) 3 Surface Stones Vegetation _6 i2_4 -5S _ Landform I? P-0 KA, f_I" Position on landscape (sketch on the back) Distances from: Open Water Body 7100 feet Drainage way 716o feet Possible Wet Area ��p0 feet Property Line Zo"~ feet Drinking Water Well 7�pU feet Other DEEP OBSERVATION HOLE LOG' Depth from Surface (Inches) Soil Horizon Soil Color (Munsell) Soil Mottling Other .Structure, Stones, Boulders, Consistency, % Gravel) D— to AP tdy�)/z/a J(USDAI y P -4j6 — -7• s Yie 518 Parent Material (geologic) T l L tr Depthto8edrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: 9z •� Estimated Seasonal High Ground Water: DEP AYPROVFD FOFNt - 12/07/95 I -%I FOR -m ti - Sc) EVALUATOR FORM Page 2 of 3 Location Address or Lot No. 2 7 �1 • ryp-y )mf_c— Oji -site Review Deep Hole Number ''i3 Dater 3-31-98 Time: 1 ; 3d,4,#W- Weather 86 ° SOrtJN y Location (identify on site plan) Land Use ` 46AJ/4J Slope (%1 3 Surface Stones —� Vegetation l—'I45 5 -_ —. Landform /; 41 rL Position on landscape (sketch on the back) , Distances from: Open Water Body -7/60 feet Drainage way —p/pa feet Possible Wet Area >eO 9 feet Property Line 1 e+ feet Drinking Water Well '7106 feet Other - DEEP OBSERVATION HOLE LOG' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling .Structure, Stones. Boulders, Consistency, % Gravel) Parent Material (geologic) �/ LL DepUxo8edrock: 4:0 Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: DEF APPROVED FOPm - 12/07!95 e r td FORA I1 - S(C7 EVALUATOR FORD) Page 2 of 3 Location Address or Lot No. __2' ZZq (/p-jtjP)Y_C- -7-7-_ On --site Review Deep Hole Number 4 Date: 3 +jJ�98 Time: ' // 4,,A Weather Location (identify on site plan) r7dti�tl Land Use Lj}—Ou AJ Slope (%) 3 Surface Stones Vegetation 6- k* -55 - - Landform t7P-,VV. L_l" Position on landscape (sketch on the back) Distances from: Open Water Body 7/b d feet Drainage way ;7100 feet Possible Wet Area 7100 feet Property Line ?_O -t feet Drinking Water Well -7160 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling .Structure, Stones, Boulders, Consistency, % Gravel) Parent Material (geologic) li / g �/ /i Deptixo8edrock: Depth to Groundwater: Standing Water in the Hole: �— Weeping from Pit Face: Estimated Seasonal High Ground Water: DEF APPROVED FORM - 17r0719S • YI C FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Z�7 Determination -'for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole inches ❑ Depth weeping from -side of observation -hole inches - Depth to soil mottles inches ❑ Ground water adjustment _ ...... feet Index Well Number Reading Date Index well level .. Adjustment factor ............ Adjusted ground water level Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the -area proposed for the soil absorption system? _ yc 5 If not, what is -the depth of naturally occurring pervious material? Certification I certify that on ' 4 q (date) I have Passed the soil evaluator examination approved by the Department of Environmenta Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15'017. Signature DEP APPROVED FORM - 12/07/95 Town of North Andover, Massachusetts Form No. 2 f MORTh 1 BOARD OF HEALTH F w F DESIGN APPROVAL FOR ss''CHU SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant Test No. Site Location l,I Amain -t10— sdv- Reference Plans and Specs. Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. Fee CHAIRMAN, BOARD OF HEALTH Site System Permit No. Ad/ S Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 30 School Street WILLIAM J. SCOTT North Andover, Massachusetts 01845 Director June 10, 1998 Mr. Joseph Serwatka 31 Kendrick Street Lawrence, MA 01841 RE: 2324 Turnpike Street Dear Mr. Serwatka: This letter is to notify you that the proposed plans for the repair of the septic system at 2324 Turnpike Street have been approved. Please call the Board of Health office if you have any questions. Sincerely, 1 Sandra Starr, RS. Health Administrator Cc: William Scott, Director, CD&S Mike Doyle File CONSERVATION - (978) 688 9530 • HEALTH - (978) 688-9540 • PLANNING - (978) 688-9535 BUILDING OFFICE - (978) 688-9545 • *ZONING BOARD OF APPEALS - (978) 688-9541 • *146 MAIN STREET \ WILLIAM J. SCOTT Director 1 Town of North Andover F NORTH , O F�CE OF 3? O COMMUNITY DEVELOPMENT AND SERVICES o -- 30 School Street North Andover, Massachusetts 01845 May 14, 1998 Mr. Joseph Serwatka 31 Kendrick Street Lawrence, MA 01841 Re: 2324 Turnpike Street Dear Mr. Serwatka: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: 1. Septic tank only 30 ft. from well, N.A. Regs. require 75 ft. separation; Title 5 is 50 ft. minimum. (N.. A. 5.02) (3 10 CMR 15.211) 2. Full lot dimensions missing. (N.A. S. 02h) [3 10 CMR 15.220(4) (a)] 3. Trenches to be used whenever possible. [3 10 CMR 15.240 (6)] 4. Gas baffle missing in septic tank. (3 10 CMR 15.227) 5. Please add note that there can be no garbage grinder. 6. No driveway shown [3 10 CMR 15.220 (4) (d)] 7. Are there any other wells within 150 ft. of the proposed system? [3 10 CMR 15.220 (4) (k) (3)] 8. Please add slopes of all lines to profile. 9. Elevation of pert missing. (N.A. 8.02n) 10. What is breakout elevation, i.e. top of pea stone? {3 10 CMR 15.211 (1) (4)] 11. Less than 4 ft. to groundwater. [310 CMR 15.212 (a)] 12. Less than 900 square foot minimum leach area. [N. A. 9.01(1)] BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 May 14, 1998 -2- 13. Designed for less than 440 GPD [N.A. 9.01 (4)] (Variance request for deed restriction possible) 14. Abutter names missing. (N.A. 8.02j) If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, Sandra Starr, R.S. Health Administrator S S/gb cc: Mike Doyle Wm. Scott File ��q coc.ic wcwrc� �'� Applican Site Loci Engineer Town of North Andover, k,;i BOARD OF HEALTH usetts Form No. 1 APPLICATION FOR SITE TESTING/INSPECTION Test/Inspection Date and Time 00 m 46 CHAI AR, BOARD OF HEALTH Fee / Test No. D� S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. TOWN OF NORTH ANi56VER BOARD OF HEALTH Location Permit # Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Dispo"sal Works Construction $ Soil Testing $ Design Approval Permit $ Dumpster Permit $ Burial Permit $ Swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Suntanning Establishment $ Offal/Trash Hauler $ Other $ 6037 Health Agent 6d ite - Applicant Yellow - Dept. Pink - Treasurer 10-i 1,612002 act!l ( 02 s 14:35 6038,330-733 MHF DESIGN! FACE 02102 09:42A r � .0 �._ _J P. 02 BOARD OF HEALTH NORTH ANDOVER, "A 01 S45 97&68.9540 APPIC.•ATT O , F1RQnry iT� BATE: _ Z.. MAP & PARCEL: LOCATION OF SOOT. TESTS: T42A OWNER: , TEL. NO.: ADDRESS: m. .AN% gg JLAA All 13NOIriEER: &C• ®N';°E" i@o 'e • TEL. NO,: 401--t4 '3 < ®7 ?,o CERTMED SOIL EVALUATOR: 'dei 1i -- V� --- —�^ Iuftnded Use, of Land: peqidmisi � Corn�rr,�ciai I$ This; Undc-mloped lot testing:is . Mo.)$,E -To 6,c 0 Atwti) In the Lake Cochiahewick Watered? Yes _ ND ZM THE FOU3GW Wi—n M. UJST HE INCLUDED W TH THIS FORM ✓ Prooiof land 0w�oenhip (Tax bill, or tetter from owner pernlitting test) (WM)X. A TftK") '1'Z. Plotcation offeating PLAN AjrACKtb, %6. Fie o AW 5.00 er lot for new construction. 11d s covers the rmir UMM two steep holes MW two percolation tests required for each disposal area Fee of I22.5, 0 er lot si- , MAC -5- (Iftimc is not edVO4 fee for repairs is $75.00) �7 C. rip C KU4L A7T-,+4ckEO g=RAL V1. Only Certified Sail Evaluators may perform deep hole inspections. ate. Only Mass. Regist� Sarritarimu and Professiorual Engincers can design septic plaits. vOl At least tw" o deep holes and two percolation tests are required for e>ch septic system disposal area. WA 4. Repeiirs require at kart two deep holes Mid at least out percolation test, at the discretion of the BOH representative, 5. Fullpayment will be rewired for all additional tests within two weeks of testing. d. Within 45 days of testing, a scaled plan (no =talar than I "- 100") sW1 b. submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation fonnrc shall be subrritted. Please DO Not Write Below This Line N.A. Conservation Comraission Approval: Date Received: _ _ Check Armwnt. Cbeck mate: .. 1 3 2CI3 Anthony F. Pacillo, III Stephanie M. De Angelis-Pacillo 2324 Turnpike Street North Andover, MA 01845 November 14, 2002 Re: 2324 Turnpike Street, North Andover, MA 01845 To Whom It May Concern: This letter should serve as permission for James K. Richards, Little Professionals, Inc., their assigns and agents to perform tests, apply for permits and any other related activity on the property referenced above for the purpose of obtaining permits and financing. If you need any additional information, please do not hesitate to contact us. Sincerely, 9nt�ony F. Pacillo, III /Stephnie M.De Angelis-Pacillo LITTLE PROFESSIONALS, INC OPgRATING ACCOUNT Town of Horth Andover a ' Operating Acct -Danvers Sa Application for Soil Tests 0 12/03/2002 2783 425.00 425.00 so,.. IN .N= -IS . COL=. i ION i INIE OF,. * 46 4 1321. . f I IIL1` .1 I �• �s TIME E iNIE A. l ilVlr A 0